Bearing Capacity of Shallow Foundation Latest (Edit for Report-wisnu)

Doc. No : K5-00-E8-GS-001-I

Job No : 10107/BA096300/11-018-01

Rev. No : 5

ATTACHMENT-1SOIL BEARING CAPACITY FOR SHALLOW FOUNDATION

KALTIM – 5 PROJECT2500 MTPD AMMONIA & 3500 MTPD UREA PLANT

GENERAL DESIGN SPECIFICATION FOR CIVIL & STRUCTURE

Doc. No : K5-00-E8-GS-001-I

Job No : 10107/BA096300/11-018-01

Rev. No : 5



Doc. No : K5-00-E8-GS-001-I

Job No : 10107/BA096300/11-018-01

Rev. No : 5

1 GENERAL

This page is prepared to explain Bearing Capacity of Shallow Foundation for Kaltim-5 Project 2500 MTPD Ammonia & 3500 MTPD Urea Plant of PT. Pupuk Kalimantan Timur Bontang, Kalimantan Timur, Indonesia

2 REFERENCE DOCUMENT

1. Soil Investigation for Kaltim 5 Project 2500 MTPD Ammonia and 3500 MTPD Urea Plant Bontang

2. Foundation Analysis and Design - Bowles (1997) 3. Principle of Foundation Engineering, Braja M Das

3 SOIL BEARING CAPACITY OF SHALLOW FOUNDATIONThe allowable bearing capacity of shallow foundation is based on the minimum ofa. The bearing capacity, which consider soil strengthb. Limiting the settlement of foundation

Bearing Capacity from SPTThe SPT is widely used to obtain the bearing capacity of soils directly. One of the earliest published relationships was that of Terzaghi and Peck (1967). This has been widely used,but an accumulation of field observations has shown these curves to be overly conservative.Meyerhof (1956, 1974) published equations for computing the allowable bearing capacity for a 25-mm settlement. These could be used to produce curves similar to those ofTerzaghi and Peck and thus were also very conservative. Considering the accumulation of field obser-vations and the stated opinions of the authors and others, this author adjusted the Meyerhof equations for an approximate 50 percent increase in allowable bearing capacity to obtain the following:

where Kd = 1 + 0.33(D/B) < 1.33 [as suggested by Meyerhof (1965)]

F factors as follows :

N55 N70SI Fps SI Fps

F1 0.05 2.5 0.04 2F2 0.08 4 0.06 3.2F3 0.3 1

same sameF4 1.2 4

The result of bearing capacity for each borehole is presented in section 4.0



3. East Kalimantan, Indonesia.

qa = allowable bearing pressure for DH0 = 25-mm or 1-in. settlement, kPa or ksf

Doc. No : K5-00-E8-GS-001-I

Job No : 10107/BA096300/11-018-01

Rev. No : 5



Foundation SettlementThe settlement of individual foundations due to consolidation of underlying clay soils will depend upon foundationsize, shape, depth and magnitude of the applied load. The proximity of adjacent foundation will influence the settlement experienced by foundation in a group.Computations were made to estimate settlements for square footings of various width (B) and length width ratios(L/B), for a range of applied net bearing pressures, which included beareng pressures, caused the dead loadplus operating live loads, but are less than the maximum allowable net bearing pressure. The foundation were assumed to be placed at depth of 1.0 m below plant elevation. For these analysis used long term consoliation afterTerzaghi and Elastic Settlement Based on The Theory of Elasticity.

The maximum allowable of settlement is 25.4 cm (1 inch).Total of settlement is calculated as follow :

Stot = Se + Sc

where :S tot = total settlement (m)Se = immediate settlement (m)Sc = consolidation settlement (m)

A. Elastic Settlement Based on The Theory of Elasticity

However, if the foundation shown in picture above is rigid, the immediate settlement will be modified andcan be expressed as

The formula : =

where :

= net applied pressure on the foundation

= Poisson's ration of soil

= average modulus of elasticity of the soil under the foundation, measured from z = 0 to aboutz = 4B

B' = B/2 for center of foundation= B for corner of foundation

Se qo (aB')

q0

ms

Es

1- ms2

Is If

Es

Doc. No : K5-00-E8-GS-001-I

Job No : 10107/BA096300/11-018-01

Rev. No : 5



a = a factor that depends on the location on the foundation where settlement is being calculated

To calculate settlement at the center of the foundation, we useda = 4

m' = L/Band

Hn' =

(B/2)To calculate settlement at a corner of the foundation

a = 1m' = L/B

andH

n' =B

This graphic below used to determine If (depth factor = f (Df/B) ms and L/B)

Doc. No : K5-00-E8-GS-001-I

Job No : 10107/BA096300/11-018-01

Rev. No : 5



where :

= Shape factor (Steinbrenner, 1934

= +

=1π

=n'2π

= m'ln

= ln

= lnm'

B. Consolidation settlement:Consolidation settlement or long term settlement is time dependent, and it occures in saturated clayey soils whenthey are subjected to increased load caused by foundation construction

Is

F1

1 - 2 msF2

1- ms

F1 (A0 + A1)

F2 tan-1 A2

A0

(1 + m'2 + 1) m'2 + n'2

m' (1+ m'2 + n'2 + 1

A1

(m' + m'2 + 1) 1 + n'2

m' (1+ m'2 + n'2 + 1

A2n' m'2 + n'2 + 1

Doc. No : K5-00-E8-GS-001-I

Job No : 10107/BA096300/11-018-01

Rev. No : 5



a. If Po > Pc

where :Cc = Compression index e = Initial void ratioCr = Recompression index Po = Overburden pressureH = Layer thickness ∆P = Additional pressure from upper structures

* Reference : "Principle of Foundation Engineering", Braja M Das

The result of Allowable bearing capacity considering allowable settlement 1" (25.4 mm) for each borehole is presented in section 5.0

b. If Po < Pc and (Po + ΔP)< Pc

c. If Po < Pc and (Po + ΔP)> Pc

Sc=[Cc×H1+eo ] log [po+Δp

po ]

Sc=[Cr×H1+e ] log [po+Δp

po ]

Sc=[Cr×H1+e ] log [pc

po ]+[Cc×H1+e ] log [po+Δp

pc ]

Doc. No : K5-00-E8-GS-001-I

Job No : 10107/BA096300/11-018-01

Rev. No : 5



4.0. ALLOWABLE BEARING CAPACITY OF SHALLOW FOUNDATION BASED ON SHEAR FAILURE

Safety Factor : 3

BOR BN

Kd quNO. (m) (kN/m2) (kN/m2) (t/m2)

NBL 13 1 4 1.33 0.05 0.08 0.30 1.20 106.40 35.47 3.552 4 1.17 0.05 0.08 0.30 1.20 77.04 25.68 2.573 4 1.11 0.05 0.08 0.30 1.20 67.15 22.38 2.244 4 1.08 0.05 0.08 0.30 1.20 62.55 20.85 2.08

Kedalaman Fondasi = 1.00 m

NBL 14 1 4 1.33 0.05 0.08 0.30 1.20 106.40 35.47 3.552 4 1.17 0.05 0.08 0.30 1.20 77.04 25.68 2.573 4 1.11 0.05 0.08 0.30 1.20 67.15 22.38 2.244 4 1.08 0.05 0.08 0.30 1.20 62.55 20.85 2.08


BH 1 1 16 1.33 0.05 0.08 0.30 1.20 425.60 141.87 14.19OFFSITE 2 16 1.17 0.05 0.08 0.30 1.20 308.14 102.71 10.27

3 16 1.11 0.05 0.08 0.30 1.20 268.62 89.54 8.954 16 1.08 0.05 0.08 0.30 1.20 250.19 83.40 8.34


BH 1 1 17 1.33 0.05 0.08 0.30 1.20 452.20 150.73 15.07OFFSITE 2 17 1.33 0.05 0.08 0.30 1.20 373.77 124.59 12.46

3 17 1.22 0.05 0.08 0.30 1.20 313.69 104.56 10.464 17 1.17 0.05 0.08 0.30 1.20 286.09 95.36 9.54


BH 1 1 8 1.33 0.05 0.08 0.30 1.20 212.80 70.93 7.09OFFSITE 2 8 1.33 0.05 0.08 0.30 1.20 175.89 58.63 5.86

3 8 1.33 0.05 0.08 0.30 1.20 160.93 53.64 5.364 8 1.25 0.05 0.08 0.30 1.20 144.16 48.05 4.81


BH 2 OFF 1 9 1.33 0.05 0.08 0.30 1.20 239.40 79.80 7.98OFFSITE 2 9 1.17 0.05 0.08 0.30 1.20 173.33 57.78 5.78

3 9 1.11 0.05 0.08 0.30 1.20 151.10 50.37 5.044 9 1.08 0.05 0.08 0.30 1.20 140.73 46.91 4.69


BH 2 OFF 1 9 1.33 0.05 0.08 0.30 1.20 239.40 79.80 7.98OFFSITE 2 9 1.33 0.05 0.08 0.30 1.20 197.88 65.96 6.60

3 9 1.22 0.05 0.08 0.30 1.20 166.07 55.36 5.544 9 1.17 0.05 0.08 0.30 1.20 151.46 50.49 5.05


BH 2 OFF 1 11 1.33 0.05 0.08 0.30 1.20 292.60 97.53 9.75

F1 F2 F3 F4 qa qa


Safety Factor : 3

BOR BN


F1 F2 F3 F4 qa qa

OFFSITE 2 11 1.33 0.05 0.08 0.30 1.20 241.85 80.62 8.063 11 1.33 0.05 0.08 0.30 1.20 221.28 73.76 7.38


Safety Factor : 3

BOR BN


F1 F2 F3 F4 qa qa

4 11 1.25 0.05 0.08 0.30 1.20 198.23 66.08 6.61


BH 1 1 6 1.33 0.05 0.08 0.30 1.20 159.60 53.20 5.322 6 1.17 0.05 0.08 0.30 1.20 115.55 38.52 3.853 6 1.11 0.05 0.08 0.30 1.20 100.73 33.58 3.364 6 1.08 0.05 0.08 0.30 1.20 93.82 31.27 3.13


BH 2 1 5 1.33 0.05 0.08 0.30 1.20 133.00 44.33 4.432 5 1.17 0.05 0.08 0.30 1.20 96.29 32.10 3.213 5 1.11 0.05 0.08 0.30 1.20 83.94 27.98 2.804 5 1.08 0.05 0.08 0.30 1.20 78.19 26.06 2.61


BH-3 1 40 1.33 0.05 0.08 0.30 1.20 1064.00 354.67 35.472 40 1.17 0.05 0.08 0.30 1.20 770.36 256.79 25.683 40 1.11 0.05 0.08 0.30 1.20 671.55 223.85 22.384 40 1.08 0.05 0.08 0.30 1.20 625.48 208.49 20.85


BH-4 1 36 1.33 0.05 0.08 0.30 1.20 957.60 319.20 31.922 36 1.17 0.05 0.08 0.30 1.20 693.32 231.11 23.113 36 1.11 0.05 0.08 0.30 1.20 604.40 201.47 20.154 36 1.08 0.05 0.08 0.30 1.20 562.93 187.64 18.76


BH-5 1 5 1.33 0.05 0.08 0.30 1.20 133.00 44.33 4.432 5 1.17 0.05 0.08 0.30 1.20 96.29 32.10 3.213 5 1.11 0.05 0.08 0.30 1.20 83.94 27.98 2.804 5 1.08 0.05 0.08 0.30 1.20 78.19 26.06 2.61


BH-6 1 3 1.33 0.05 0.08 0.30 1.20 79.80 26.60 2.662 3 1.17 0.05 0.08 0.30 1.20 57.78 19.26 1.933 3 1.11 0.05 0.08 0.30 1.20 50.37 16.79 1.684 3 1.08 0.05 0.08 0.30 1.20 46.91 15.64 1.56


BOR BN

Kd quNO. (m) (kN/m2) (kN/m2)

BH-7 1 4 1.17 0.05 0.08 0.30 1.20 93.20 31.07 3.11

F1 F2 F3 F4 qa


Safety Factor : 3

BOR BN


F1 F2 F3 F4 qa qa

2 4 1.08 0.05 0.08 0.30 1.20 71.58 23.86 2.393 4 1.06 0.05 0.08 0.30 1.20 63.83 21.28 2.134 4 1.04 0.05 0.08 0.30 1.20 60.16 20.05 2.01


BH-8 1 50 1.17 0.05 0.08 0.30 1.20 1165.00 388.33 38.832 50 1.08 0.05 0.08 0.30 1.20 894.75 298.25 29.833 50 1.06 0.05 0.08 0.30 1.20 797.84 265.95 26.594 50 1.04 0.05 0.08 0.30 1.20 752.06 250.69 25.07


BH-9 1 9 1.17 0.05 0.08 0.30 1.20 209.70 69.90 6.992 9 1.08 0.05 0.08 0.30 1.20 161.06 53.69 5.373 9 1.06 0.05 0.08 0.30 1.20 143.61 47.87 4.794 9 1.04 0.05 0.08 0.30 1.20 135.37 45.12 4.51


BH-10 1 9 1.17 0.05 0.08 0.30 1.20 209.70 69.90 6.992 9 1.08 0.05 0.08 0.30 1.20 161.06 53.69 5.373 9 1.06 0.05 0.08 0.30 1.20 143.61 47.87 4.794 9 1.04 0.05 0.08 0.30 1.20 135.37 45.12 4.51


BH-11 1 9 1.33 0.05 0.08 0.30 1.20 239.40 79.80 7.982 9 1.33 0.05 0.08 0.30 1.20 197.88 65.96 6.603 9 1.22 0.05 0.08 0.30 1.20 166.07 55.36 5.544 9 1.17 0.05 0.08 0.30 1.20 151.46 50.49 5.05


BH-12 1 5 1.33 0.05 0.08 0.30 1.20 133.00 44.33 4.432 5 1.33 0.05 0.08 0.30 1.20 109.93 36.64 3.663 5 1.22 0.05 0.08 0.30 1.20 92.26 30.75 3.084 5 1.17 0.05 0.08 0.30 1.20 84.14 28.05 2.80


BOR BN

Kd quNO. (m) (kN/m2) (kN/m2)

BH-13 1 12 1.33 0.05 0.08 0.30 1.20 319.20 106.40 10.642 12 1.17 0.05 0.08 0.30 1.20 231.11 77.04 7.703 12 1.11 0.05 0.08 0.30 1.20 201.46 67.15 6.724 12 1.08 0.05 0.08 0.30 1.20 187.64 62.55 6.25

F1 F2 F3 F4 qa


Safety Factor : 3

BOR BN


F1 F2 F3 F4 qa qa


BH-14 1 2 1.33 0.05 0.08 0.30 1.20 53.20 17.73 1.772 2 1.33 0.05 0.08 0.30 1.20 43.97 14.66 1.473 2 1.33 0.05 0.08 0.30 1.20 40.23 13.41 1.344 2 1.29 0.05 0.08 0.30 1.20 37.23 12.41 1.24


BH-19 1 50 1.17 0.05 0.08 0.30 1.20 1165.00 388.33 38.832 50 1.08 0.05 0.08 0.30 1.20 894.75 298.25 29.833 50 1.06 0.05 0.08 0.30 1.20 797.84 265.95 26.594 50 1.04 0.05 0.08 0.30 1.20 752.06 250.69 25.07


BH-20 1 4 1.17 0.05 0.08 0.30 1.20 93.20 31.07 3.112 4 1.08 0.05 0.08 0.30 1.20 71.58 23.86 2.393 4 1.06 0.05 0.08 0.30 1.20 63.83 21.28 2.134 4 1.04 0.05 0.08 0.30 1.20 60.16 20.05 2.01


BH-21 1 7 1.17 0.05 0.08 0.30 1.20 163.10 54.37 5.442 7 1.08 0.05 0.08 0.30 1.20 125.27 41.76 4.183 7 1.06 0.05 0.08 0.30 1.20 111.70 37.23 3.724 7 1.04 0.05 0.08 0.30 1.20 105.29 35.10 3.51


BH-22 1 3 1.17 0.05 0.08 0.30 1.20 69.90 23.30 2.333 3 1.06 0.05 0.08 0.30 1.20 47.87 15.96 1.605 3 1.03 0.05 0.08 0.30 1.20 43.53 14.51 1.457 3 1.02 0.05 0.08 0.30 1.20 41.74 13.91 1.39


5.0. ALLOWABLE BEARING CAPACITY CONSIDERING MAXIMUM SETTLEMENT 1" (LONG TERM SETTLEMENT AFTER TERZAGHI)5.1. BOREHOLE BH - 1

= 1 m

= 1 m

= 54.4 kN OK

= 54.4Depth of Foundation (Df) = 1 m Location : BH-01

Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Sett

From To (m) (m)0.00 1.0 Medium Stiff Gravelly Clay 1 6 6030 0.3 8.3 40.02 4.151.00 3.0 Medium Stiff Clay 2 6 6030 0.3

0.3 16557

10 40.02 18.30 13.60 31.90 71.80 231.00 12.62 87.78 0.70 0.0700 0.58 0.02143.00 5.0 Medium Dense Sand 2 18 21600 0.25 8.2 - 36.50 3.40 39.90 - - - - - - - -5.00 6.5 Very Stiff Clay 1.45 18 24120 0.3 9.8 120.06 51.80 1.66 53.46 81.80 900.00 17.37 98.89 0.8000 0.0800 0.90 0.00086.45 8.0 Very Stiff Silt 1.55 23 30820 0.3 7.5 153.41 64.72 1.04 65.76 52.00 1116.00 17.24 86.60 0.7900 0.0790 1.24 0.00048.00 9.7 Very Stiff Silt 1.65 17 22780 0.3 10.1 113.39 78.87 0.70 79.57 51.80 900.00 11.41 65.56 0.50 0.0500 0.90 0.00029.65 13.2 Very Stiff Clay 3.55 16 21440 0.3 11.6 106.72 107.79 0.47 108.26 26.00 519.00 4.81 42.60 0.1900 0.0190 0.45 0.0001

13.20 16.5 Very Stiff Clay 3.25 21 28140 0.3 10.5 140.07 145.44 0.25 145.69 19.80 700.00 4.81 30.00 0.1800 0.0180 0.50 0.000016.45 18.5 Medium Dense Sand 2 28 33600 0.25 10.2 - 172.71 0.18 172.88 - - - - - - - -18.45 20.5 Very Stiff Clay 2 20 26800 0.3 10.7 133.40 193.61 0.16 193.77 22.00 159.00 0.82 38.00 0.19 0.0190 0.55 0.000120.45 23.5 Medium Dense to Dense Sand 3 34 40800 0.3 11.2 - 221.11 0.11 221.22 - - - - - - - -23.45 25.0 Very Stiff Clay 1.55 15 20100 0.3 14.7 100.05 249.30 0.09 249.39 38.52 1122.00 4.50 50.80 0.4700 0.0470 0.72 0.000025.00 31.0 Very Stiff Organic Clay 6 22 29480 0.3 10.6 146.74 292.49 0.07 292.56 46.80 1200.00 4.10 60.00 0.45 0.0450 0.70 0.000031.00 35.0 Very Stiff Clay 4 26 34840 0.3 11.2 173.42 346.69 0.05 346.74 41.80 1200.00 3.46 54.44 0.4000 0.0400 0.60 0.000035.00 37.0 Hard Clay 2 51 68340 0.25 11.4 340.17 380.49 0.04 380.53 21.80 1500.00 3.94 32.22 0.2000 0.0200 0.50 0.000037.00 38.0 Very Stiff Silt 1 27 36180 0.3 11.1 180.09 397.44 0.04 397.48 41.80 1200.00 3.02 54.44 0.4000 0.0400 0.55 0.000038.00 39.0 Medium Dense to Dense Sand 1 60 72000 0.3 12.2 - 409.09 0.04 409.13 - - - - - - - -39.00 40.5 Very Stiff Clay 1.45 27 36180 0.3 11.1 180.09 423.24 0.03 423.27 41.80 1200.00 2.84 54.44 0.4000 0.0400 0.55 0.0000

Settlement 23.0012 mm

ELASTIC SETTLEMENT 1.00

Bg

Lg

Pg

Pg kN/m2

N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc

wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)

Df/B =

Settlement location : centerH = 4.00 m

Thus a = 4m' = 1n' = 8

From the parameter above we obtain :Ao = 0.757655

0.757655

0.015386

0.482338

0.019589

Therefore : 0.494247

from graph

0.65Se = 0.001943 m

1.943348 mm

24.9446 mm

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =

5.1. BOREHOLE BH - 1

= 2 m

= 2 m

= 114.2 kN OK

= 28.5

Depth of Foundation (Df) = 1 m Location : BH-01

Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt


0.3 1655710 40.02 18.30 12.69 30.99 71.80 231.00 12.62 87.78 0.70 0.0700 0.58 0.0203

3.00 5.0 Medium Dense Sand 2 18 21600 0.25 8.2 - 36.50 4.57 41.07 - - - - - - - -5.00 6.5 Very Stiff Clay 1.45 18 24120 0.3 9.8 120.06 51.80 2.52 54.33 81.80 900.00 17.37 98.89 0.8000 0.0800 0.90 0.00136.45 8.0 Very Stiff Silt 1.55 23 30820 0.3 7.5 153.41 64.72 1.69 66.41 52.00 1116.00 17.24 86.60 0.7900 0.0790 1.24 0.00068.00 9.7 Very Stiff Silt 1.65 17 22780 0.3 10.1 113.39 78.87 1.18 80.05 51.80 900.00 11.41 65.56 0.50 0.0500 0.90 0.00039.65 13.2 Very Stiff Clay 3.55 16 21440 0.3 11.6 106.72 107.79 0.82 108.61 26.00 519.00 4.81 42.60 0.1900 0.0190 0.45 0.0002





Thus a = 4m' = 1n' = 8


0.757655

0.015386

0.482338

0.019589


from graph

0.65Se = 0.00204 m

2.039944 mm

24.9000 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =


= 5 m

= 5 m

= 380.2 kN OK

= 15.2


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt


0.3 1655710 40.02 18.30 10.56 28.86 71.80 231.00 12.62 87.78 0.70 0.0700 0.58 0.0175

3.00 5.0 Medium Dense Sand 2 18 21600 0.25 8.2 - 36.50 5.94 42.44 - - - - - - - -5.00 6.5 Very Stiff Clay 1.45 18 24120 0.3 9.8 120.06 51.80 4.02 55.83 81.80 900.00 17.37 98.89 0.8000 0.0800 0.90 0.00206.45 8.0 Very Stiff Silt 1.55 23 30820 0.3 7.5 153.41 64.72 3.02 67.74 52.00 1116.00 17.24 86.60 0.7900 0.0790 1.24 0.00118.00 9.7 Very Stiff Silt 1.65 17 22780 0.3 10.1 113.39 78.87 2.31 81.18 51.80 900.00 11.41 65.56 0.50 0.0500 0.90 0.00059.65 13.2 Very Stiff Clay 3.55 16 21440 0.3 11.6 106.72 107.79 1.74 109.53 26.00 519.00 4.81 42.60 0.1900 0.0190 0.45 0.0003





Thus a = 4m' = 1n' = 8


0.757654708

0.015386436

0.482337968

0.019589073

Therefore : 0.494246524

from graph

0.65Se = 0.002716969 m

2.716969267 mm

24.9000 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =


= 2.9 m

= 2.9 m

= 170.0 kN OK

= 20.2 2.061257075


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt

From To (m) (m)0.00 1.0 Soft Clay 1 4 4020 0.35 8.3 26.68 4.151.00 4.0 Soft Clay 3 4 4020 0.35

0.3 108748.3 26.68 20.75 8.78 29.53 71.80 71.02 3.42 87.78 0.7000 0.0700 0.80 0.0178803

4.00 5.0 Medium Dense Sand 1 16 19200 0.25 10.2 - 13.40 4.15 17.55 - - - - - - - -5.00 7.4 Stiff Clay 2.35 12 16080 0.3 8.6 80.04 28.61 2.61 31.21 45.45 287.74 10.06 58.50 0.4000 0.0400 0.73 0.00205837.35 12.0 Stiff Silt 4.65 14 18760 0.3 8.7 93.38 58.94 1.27 60.21 51.80 309.55 5.25 65.56 0.5000 0.0500 1.20 0.0009776

12.00 19.5 Stiff Silt 7.5 13 17420 0.3 8.6 86.71 111.41 0.55 111.96 48.87 298.16 2.68 62.30 0.6400 0.0640 0.51 0.000674519.50 22.5 Hard Organic Clay 3 34 45560 0.25 11.4 226.78 160.77 0.52 161.28 15.66 1350.35 8.40 25.40 0.3000 0.0300 0.55 0.000081322.50 25.3 Very Stiff Clay 2.75 22 29480 0.3 10.6 146.74 192.44 0.26 192.70 28.44 681.79 3.54 39.60 0.2664 0.0266 0.62 0.000026125.25 31.0 Very Stiff Clay 5.7 21 28140 0.3 11.2 140.07 238.93 0.19 239.12 26.80 669.68 2.80 37.78 0.2500 0.0250 0.50 0.000032630.95 33.0 Dense Sand 2.05 36 43200 0.25 11.6 - 282.74 0.18 282.93 - - - - - - - -33.00 40.5 Dense Sand 7.45 38 45600 0.25 11.7 - 363.12 0.11 363.22 - - - - - - - -


ELASTIC SETTLEMENT0.34


Thus a = 4m' = 1n' = 8


0.75765471

0.01538644

0.48233797

0.01958907


from graph

0.65Se = 0.00310995 m

3.10995161 mm

24.8407 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =


= 2 m

= 2 m

= 113.8 kN OK


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt


0.3 10874

8.3 26.68 20.75 9.29 30.04 71.80 71.02 3.42 87.78 0.7000 0.0700 0.80 0.01874804.00 5.0 Medium Dense Sand 1 16 19200 0.25 10.2 - 13.40 3.76 17.16 - - - - - - - -5.00 7.4 Stiff Clay 2.35 12 16080 0.3 8.6 80.04 28.61 2.21 30.82 45.45 287.74 10.06 58.50 0.4000 0.0400 0.73 0.00175687.35 12.0 Stiff Silt 4.65 14 18760 0.3 8.7 93.38 58.94 1.00 59.94 51.80 309.55 5.25 65.56 0.5000 0.0500 1.20 0.0007713



ELASTIC SETTLEMENT SETTLEMENT 0.50


Thus a = 4m' = 1n' = 8


0.757655

0.015386

0.482338

0.019589


from graph

0.65Se = 0.003019 m

3.019082 mm

24.8994 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =


= 5 m

= 5 m

= 331.4 kN OK


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Sett


0.3 10874

8.3 26.68 20.75 7.84 28.59 71.80 71.02 3.42 87.78 0.7000 0.0700 0.80 0.01624664.00 5.0 Medium Dense Sand 1 16 19200 0.25 10.2 - 13.40 4.59 17.99 - - - - - - - -5.00 7.4 Stiff Clay 2.35 12 16080 0.3 8.6 80.04 28.61 3.20 31.81 45.45 287.74 10.06 58.50 0.4000 0.0400 0.73 0.00250317.35 12.0 Stiff Silt 4.65 14 18760 0.3 8.7 93.38 58.94 1.77 60.71 51.80 309.55 5.25 65.56 0.5000 0.0500 1.20 0.0013597





Thus a = 4m' = 1n' = 8


0.7576547

0.0153864

0.482338

0.0195891


from graph

0.65Se = 0.0035164 m

3.5163722 mm

24.9000 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =


= 1 m

= 1 m

= 35.6 kN OK


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt

From To (m) (m)0.00 1.0 Hard Clay 1 40 53600 0.25 11.7 266.80 5.851.00 2.0 Hard Clay 1 40 53600 0.25

0.4 10496

11.7 266.80 17.55 15.80 33.35 21.80 1399.35 79.74 32.22 0.20 0.0200 0.40 0.00402.00 3.0 Very Loose Sand 1 4 4800 0.2 5.2 - 26.00 5.69 31.69 - - - - - - - -3.00 8.0 Very Soft Clay 5.00 3 3015 0.4 5.9 20.01 43.35 1.18 44.53 101.00 41.37 0.95 163.33 1.3800 0.1380 3.32 0.01868.00 11.0 Very Stiff Organic Clay 3.00 24 32160 0.3 10.6 160.08 74.00 0.39 74.39 70.74 430.63 5.82 86.60 0.3000 0.0300 0.00 0.000211.00 13.5 Stiff Clay 2.5 10 13400 0.3 8.3 66.70 100.28 0.24 100.51 29.00 306.95 3.06 46.67 0.33 0.0330 0.63 0.000113.50 17.0 Very Stiff Clay 3.5 21 28140 0.3 10.1 140.07 128.33 0.19 128.51 25.00 691.70 5.39 42.60 0.3000 0.0300 0.73 0.000017.00 20.5 Very Stiff Organic Clay 3.45 22 29480 0.3 10.3 146.74 163.77 0.10 163.87 31.80 644.56 3.94 43.33 0.3000 0.0300 0.70 0.000020.45 22.0 Very Stiff Clay 1.55 17 22780 0.3 9.8 113.39 189.13 0.08 189.21 33.80 482.39 2.55 45.56 0.32 0.0320 0.75 0.000022.00 25.0 Very Stiff Clay 3 28 37520 0.3 10.8 186.76 212.92 0.07 212.99 22.00 975.76 4.58 38.00 0.25 0.0250 0.68 0.000025.00 33.0 Very Stiff Clay 8 28 37520 0.3 10.8 186.76 272.33 0.04 272.36 26.80 892.90 3.28 37.78 0.2500 0.0250 0.60 0.000033.00 35.7 Medium Dense Sand 2.7 36 43200 0.25 12.2 - 332.00 0.03 332.03 - - - 50.80 - - - -35.70 37.5 Very Stiff Clay 1.75 27 36180 0.35 10.7 180.09 357.83 0.03 357.85 26.80 861.02 2.41 37.78 0.25 0.0250 0.50 0.000037.45 40.5 Dense Sand 3 37 44400 0.25 12.2 - 385.49 0.02 385.51 - - - - - - - -




Thus a = 4m' = 1n' = 8


0.757655

0.015386

0.482338

0.019589


from graph

0.68Se = 0.001986 m

1.986187 mm

24.8593 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =


= 2 m

= 2 m

= 54.7 kN OK

= 13.7


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt


0.4 1049611.7 266.80 17.55 8.76 26.31 21.80 1399.35 79.74 32.22 0.20 0.0200 0.40 0.0025

2.00 3.0 Very Loose Sand 1 4 4800 0.2 5.2 - 26.00 4.47 30.47 - - - - - - - -3.00 8.0 Very Soft Clay 5.00 3 3015 0.4 5.9 20.01 43.35 1.30 44.65 101.00 41.37 0.95 163.33 1.3800 0.1380 3.32 0.02048.00 11.0 Very Stiff Organic Clay 3.00 24 32160 0.3 10.6 160.08 74.00 0.50 74.50 70.74 430.63 5.82 86.60 0.3000 0.0300 0.00 0.0003

11.00 13.5 Stiff Clay 2.5 10 13400 0.3 8.3 66.70 100.28 0.31 100.59 29.00 306.95 3.06 46.67 0.33 0.0330 0.63 0.000113.50 17.0 Very Stiff Clay 3.5 21 28140 0.3 10.1 140.07 128.33 0.25 128.58 25.00 691.70 5.39 42.60 0.3000 0.0300 0.73 0.000117.00 20.5 Very Stiff Organic Clay 3.45 22 29480 0.3 10.3 146.74 163.77 0.14 163.91 31.80 644.56 3.94 43.33 0.3000 0.0300 0.70 0.000020.45 22.0 Very Stiff Clay 1.55 17 22780 0.3 9.8 113.39 189.13 0.11 189.24 33.80 482.39 2.55 45.56 0.32 0.0320 0.75 0.000022.00 25.0 Very Stiff Clay 3 28 37520 0.3 10.8 186.76 212.92 0.10 213.02 22.00 975.76 4.58 38.00 0.25 0.0250 0.68 0.000025.00 33.0 Very Stiff Clay 8 28 37520 0.3 10.8 186.76 272.33 0.06 272.38 26.80 892.90 3.28 37.78 0.2500 0.0250 0.60 0.000033.00 35.7 Medium Dense Sand 2.7 36 43200 0.25 12.2 - 332.00 0.04 332.04 - - - 50.80 - - - -35.70 37.5 Very Stiff Clay 1.75 27 36180 0.35 10.7 180.09 357.83 0.04 357.87 26.80 861.02 2.41 37.78 0.25 0.0250 0.50 0.000037.45 40.5 Dense Sand 3 37 44400 0.25 12.2 - 385.49 0.03 385.52 - - - - - - - -




Thus a = 4m' = 1n' = 8


0.757654708

0.015386436

0.482337968

0.019589073

Therefore : 0.491379079

from graph

0.68Se = 0.001529013 m

1.529013148 mm

24.8999 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =


= 5 m

= 5 m

= 123.7 kN OK


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt


0.4 10496

11.7 266.80 17.55 4.09 21.64 21.80 1399.35 79.74 32.22 0.20 0.0200 0.40 0.00132.00 3.0 Very Loose Sand 1 4 4800 0.2 5.2 - 26.00 2.93 28.93 - - - - - - - -3.00 8.0 Very Soft Clay 5.00 3 3015 0.4 5.9 20.01 43.35 1.37 44.72 101.00 41.37 0.95 163.33 1.3800 0.1380 3.32 0.02168.00 11.0 Very Stiff Organic Clay 3.00 24 32160 0.3 10.6 160.08 74.00 0.68 74.68 70.74 430.63 5.82 86.60 0.3000 0.0300 0.00 0.0004

11.00 13.5 Stiff Clay 2.5 10 13400 0.3 8.3 66.70 100.28 0.47 100.74 29.00 306.95 3.06 46.67 0.33 0.0330 0.63 0.000113.50 17.0 Very Stiff Clay 3.5 21 28140 0.3 10.1 140.07 128.33 0.39 128.72 25.00 691.70 5.39 42.60 0.3000 0.0300 0.73 0.000117.00 20.5 Very Stiff Organic Clay 3.45 22 29480 0.3 10.3 146.74 163.77 0.24 164.01 31.80 644.56 3.94 43.33 0.3000 0.0300 0.70 0.000020.45 22.0 Very Stiff Clay 1.55 17 22780 0.3 9.8 113.39 189.13 0.19 189.32 33.80 482.39 2.55 45.56 0.32 0.0320 0.75 0.000022.00 25.0 Very Stiff Clay 3 28 37520 0.3 10.8 186.76 212.92 0.17 213.10 22.00 975.76 4.58 38.00 0.25 0.0250 0.68 0.000025.00 33.0 Very Stiff Clay 8 28 37520 0.3 10.8 186.76 272.33 0.11 272.43 26.80 892.90 3.28 37.78 0.2500 0.0250 0.60 0.000033.00 35.7 Medium Dense Sand 2.7 36 43200 0.25 12.2 - 332.00 0.08 332.08 - - - 50.80 - - - -35.70 37.5 Very Stiff Clay 1.75 27 36180 0.35 10.7 180.09 357.83 0.08 357.90 26.80 861.02 2.41 37.78 0.25 0.0250 0.50 0.000037.45 40.5 Dense Sand 3 37 44400 0.25 12.2 - 385.49 0.07 385.56 - - - - - - - -




Thus a = 4m' = 1n' = 8


0.757654708

0.015386436

0.482337968

0.019589073

Therefore : 0.491379079

from graph

0.68Se = 0.001381901 m

1.381900882 mm

24.8998 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =


= 1 m

= 1 m

= 105.5 kN OK

= 105.5


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt

From To (m) (m)0.00 1.0 Very Stiff to Hard Clay 1 36 48240 0.25 11.4 240.12 5.701.00 3.0 Gravelly Sand 1.95 53 63600 0.25

0.3 1421012.2 - 23.30 27.04 50.34 - - - - - - - -

2.95 9.0 Very Soft Organic Clay 6.05 2 2010 0.4 7.5 13.34 57.88 2.95 60.83 47.00 31.00 0.54 87.80 0.39 0.0390 1.59 0.01979.00 11.5 Medium Stiff Clay 2.45 5 5025 0.3 8.3 33.35 90.73 1.01 91.74 62.00 526.00 5.80 97.80 1.1800 0.1180 1.63 0.0005

11.45 19.0 Stiff to Very Stiff Clay 7.55 14 18760 0.3 9 93.38 134.88 0.46 135.33 26.00 348.00 2.58 46.00 0.2600 0.0260 0.62 0.000219.00 22.5 Very Stiff Clay 3.5 17 22780 0.3 9 113.39 184.60 0.24 184.84 25.00 592.00 3.21 45.00 0.24 0.0240 0.60 0.000022.50 24.0 Very Stiff Clay 1.5 27 36180 0.3 10.6 180.09 208.30 0.23 208.53 16.80 1046.06 5.02 26.67 0.1500 0.0150 0.60 0.000024.00 25.0 Very Stiff Clay 0.95 17 22780 0.3 9 113.39 220.53 0.18 220.70 23.00 582.00 2.64 43.20 0.1900 0.0190 0.59 0.000024.95 27.0 Hard Organic Clay 2.05 80 107200 0.25 11.4 533.60 236.48 0.16 236.64 11.80 3472.60 14.68 21.11 0.10 0.0100 0.40 0.000027.00 38.0 Very Stiff Clay 11 22 29480 0.3 9.8 146.74 302.07 0.11 302.18 36.00 426.00 1.41 57.80 0.27 0.0270 0.67 0.000038.00 40.5 Hard Organic Clay 2.45 80 107200 0.25 11.4 533.60 369.94 0.08 370.01 11.80 3472.60 9.39 21.11 0.1000 0.0100 0.30 0.0000




Thus a = 4m' = 1n' = 8


0.7576547

0.0153864

0.482338

0.0195891


from graph

0.65Se = 0.0041662 m

4.1661634 mm

24.6436 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =


= 2 m

= 2 m

= 152.9 kN OK

= 38.2


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt


0.3 1421012.2 - 23.30 17.28 40.57 - - - - - - - -

2.95 9.0 Very Soft Organic Clay 6.05 2 2010 0.4 7.5 13.34 57.88 3.14 61.02 47.00 31.00 0.54 87.80 0.39 0.0390 1.59 0.02099.00 11.5 Medium Stiff Clay 2.45 5 5025 0.3 8.3 33.35 90.73 1.21 91.95 62.00 526.00 5.80 97.80 1.1800 0.1180 1.63 0.0006





Thus a = 4m' = 1n' = 8


0.7576547

0.0153864

0.482338

0.0195891


from graph

0.65Se = 0.0030196 m

3.0195776 mm

24.9000 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =


= 5 m

= 5 m

= 315.4 kN OK


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt


0.3 14210

12.2 - 23.30 8.84 32.13 - - - - - - - -2.95 9.0 Very Soft Organic Clay 6.05 2 2010 0.4 7.5 13.34 57.88 3.17 61.05 47.00 31.00 0.54 87.80 0.39 0.0390 1.59 0.02119.00 11.5 Medium Stiff Clay 2.45 5 5025 0.3 8.3 33.35 90.73 1.56 92.29 62.00 526.00 5.80 97.80 1.1800 0.1180 1.63 0.0008





Thus a = 4m' = 1n' = 8


0.7576547

0.0153864

0.482338

0.0195891


from graph

0.65Se = 0.0024918 m

2.4918093 mm

24.8999 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =


= 1 m

= 1 m

= 305.2 kN OK


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt

From To (m) (m)0.00 1.0 Soft Clay 1 5 5025 0.35 7.5 33.35 3.751.00 2.0 Loose Sand 1 5 6000 0.3

0.3 19257

6.2 - 10.60 135.63 146.23 - - - - - - - -2.00 7.0 Stiff Clay 5.00 13 17420 0.3 8.7 86.71 35.45 15.07 50.52 34.00 367.73 10.37 41.11 0.2800 0.0280 0.63 0.01327.00 8.0 Hard Cemented Clay 0.95 32 42880 0.2 10.6 213.44 62.24 5.46 67.70 16.80 1239.78 19.92 26.67 0.1500 0.0150 0.40 0.00047.95 9.5 Very Stiff Clay 1.5 19 25460 0.3 9 126.73 74.02 4.03 78.05 21.80 664.69 8.98 32.22 0.2000 0.0200 0.50 0.00059.45 12.0 Hard Cemented Clay 2.55 37 49580 0.25 11.1 - 94.92 2.65 97.58 14.80 - - 24.44 0.1300 0.0130 0.45 0.0003

12.00 17.0 Very Stiff Clay 4.95 15 20100 0.3 8.9 100.05 131.10 1.85 132.95 23.00 512.81 3.91 54.44 0.4000 0.0400 0.59 0.000816.95 21.5 Very Stiff Clay 4.55 17 22780 0.3 9 113.39 173.61 0.83 174.43 65.80 320.80 1.85 81.11 0.6400 0.0640 1.21 0.000321.50 23.0 Medium Dense Sand 1.5 24 28800 0.25 10.2 - 201.73 0.62 202.35 - - - - - - - -23.00 34.0 Very Stiff Clay 10.95 21 28140 0.3 9.5 140.07 261.39 0.37 261.76 46.80 494.67 1.89 60.00 0.4500 0.0450 0.70 0.000233.95 40.5 Hard Organic Clay 6.5 32 42880 0.25 10.6 213.44 347.86 0.23 348.09 21.80 1119.48 3.22 32.22 0.2000 0.0200 0.40 0.0000




Thus a = 4m' = 1n' = 8


0.75765471

0.01538644

0.48233797

0.01958907


from graph

0.65Se = 0.00934391 m

9.3439054 mm

24.8999 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =


= 2 m

= 2 m

= 494.3 kN OK

= 123.6


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt


0.3 19257






Thus a = 4m' = 1n' = 8


0.757654708

0.015386436

0.482337968

0.019589073

Therefore : 0.494067716

from graph

0.65Se = 0.00756797 m

7.567969669 mm

24.9000 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =


= 5 m

= 5 m

= 1108.8 kN OK

= 44.4


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt


0.3 19257






Thus a = 4m' = 1n' = 8


0.757654708

0.015386436

0.482337968

0.019589073

Therefore : 0.494067716

from graph

0.65Se = 0.006790061 m

6.790061254 mm

24.9000 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =


= 1 m

= 1 m

= 105.7 kN OK

= 105.7


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt

From To (m) (m)0.00 1.0 Very Soft Clay 1 3 3015 0.4 7.5 20.01 3.751.00 2.1 Very Soft Clay 1.1 3 3015 0.4

0.3 22040

7.5 20.01 11.63 43.98 55.60 26.80 95.67 8.23 37.78 0.25 0.0250 0.70 0.01102.10 5.0 Dense Sand 2.9 31 37200 0.25 11.2 - 31.99 8.38 40.37 - - - - 0.00 - - -5.00 6.2 Very Soft Clay 1.15 2 2010 0.4 6.7 13.34 52.08 3.40 55.48 38.16 53.11 1.02 50.40 0.2300 0.0230 0.67 0.00436.15 10.2 Very Soft Clay 4.05 3 3015 0.4 7.5 20.01 71.12 1.58 72.70 47.07 70.42 0.99 60.30 0.2500 0.0250 1.48 0.0039

10.20 13.2 Soft Clay 3 4 4020 0.35 9 26.68 99.81 0.77 100.58 52.20 88.01 0.88 66.00 0.30 0.0300 1.65 0.001113.20 16.0 Soft Clay 2.8 4 4020 0.35 9 26.68 125.91 0.65 126.56 31.14 118.46 0.94 42.60 0.3500 0.0350 1.30 0.001016.00 20.0 Medium Stiff Clay 4 6 8040 0.3 8.3 40.02 155.11 0.33 155.44 45.00 144.74 0.93 58.00 0.4400 0.0440 1.13 0.000820.00 21.2 Stiff Clay 1.2 18 24120 0.3 9.8 120.06 177.59 0.25 177.84 11.80 781.34 4.40 21.11 0.10 0.0100 0.70 0.000021.20 24.2 Hard Clay 3 35 46900 0.25 12.2 233.45 201.77 0.21 201.98 24.12 1171.68 5.81 34.80 0.08 0.0080 0.51 0.000024.20 38.0 Very Stiff Clay 13.8 25 33500 0.3 10.6 166.75 293.21 0.09 293.30 11.80 1085.19 3.70 21.11 0.1000 0.0100 0.20 0.000038.00 40.5 Hard Clay 2.45 36 48240 0.25 12.2 240.12 381.30 0.07 381.36 38.52 950.88 2.49 50.80 0.0500 0.0050 0.10 0.0000




Thus a = 4m' = 1n' = 8


0.757655

0.015386

0.482338

0.019589


from graph

0.65Se = 0.002766 m

2.765985 mm

24.8800 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =


= 2 m

= 2 m

= 173.5 kN OK

= 43.4


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt


0.3 220407.5 20.01 11.63 26.69 38.31 26.80 95.67 8.23 37.78 0.25 0.0250 0.70 0.0084

2.10 5.0 Dense Sand 2.9 31 37200 0.25 11.2 - 31.99 8.38 40.37 - - - - 0.00 - - -5.00 6.2 Very Soft Clay 1.15 2 2010 0.4 6.7 13.34 52.08 4.01 56.10 38.16 53.11 1.02 50.40 0.2300 0.0230 0.67 0.00516.15 10.2 Very Soft Clay 4.05 3 3015 0.4 7.5 20.01 71.12 2.06 73.18 47.07 70.42 0.99 60.30 0.2500 0.0250 1.48 0.0051





Thus a = 4m' = 1n' = 8


0.757654708

0.015386436

0.482337968

0.019589073

Therefore : 0.492896618

from graph

0.65Se = 0.002271326 m

2.271326016 mm

24.9000 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =


= 5 m

= 5 m

= 382.7 kN OK


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt


0.3 22040

7.5 20.01 11.63 12.42 24.05 26.80 95.67 8.23 37.78 0.25 0.0250 0.70 0.00512.10 5.0 Dense Sand 2.9 31 37200 0.25 11.2 - 31.99 6.71 38.70 - - - - 0.00 - - -5.00 6.2 Very Soft Clay 1.15 2 2010 0.4 6.7 13.34 52.08 4.17 56.26 38.16 53.11 1.02 50.40 0.2300 0.0230 0.67 0.00536.15 10.2 Very Soft Clay 4.05 3 3015 0.4 7.5 20.01 71.12 2.58 73.70 47.07 70.42 0.99 60.30 0.2500 0.0250 1.48 0.0063





Thus a = 4m' = 1n' = 8


0.757654708

0.015386436

0.482337968

0.019589073

Therefore : 0.492896618

from graph

0.65Se = 0.002003406 m

2.003405703 mm

24.9000 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =


= 1 m

= 1 m

= 108.2 kN OK


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt

From To (m) (m)0.00 1.3 Soft Clay 1.25 4 4020 0.4 8.3 26.68 5.19 0.901.25 3.8 Dense Gravelly Sand 2.55 40 48000 0.25

0.3 28906

10 - 23.13 20.91 44.04 - - - - - - - -3.80 5.0 Soft Clay 1.2 4 4020 0.4 8.2 26.68 40.80 6.28 47.08 91.80 59.33 1.45 110.00 0.90 0.0675 2.00 0.00175.00 5.7 Very Soft Organic Clay 0.70 2 2010 0.4 9.8 13.34 49.15 4.16 53.31 67.40 37.12 0.76 134.44 1.1200 0.1120 2.96 0.00705.70 9.5 Very Soft Organic Clay 3.80 2 2010 0.4 7.5 13.34 66.83 2.00 68.83 52.00 44.11 0.66 86.60 1.1200 0.1120 2.96 0.01389.50 10.7 Medium Stiff Clay 1.2 6 6030 0.35 10.1 40.02 87.13 1.12 88.25 14.10 246.78 2.83 20.00 0.09 0.0090 0.49 0.0000

10.70 13.5 Stiff Clay 2.8 8 8040 0.35 11.6 53.36 109.43 0.79 110.22 26.00 258.78 2.36 42.60 0.0800 0.0080 0.40 0.000013.50 14.0 Stiff Clay 0.5 15 20100 0.33 10.5 100.05 128.30 0.59 128.89 21.80 524.76 4.09 32.22 0.2000 0.0200 0.35 0.000014.00 15.7 Sand 1.7 36 43200 0.3 10.2 - 139.59 0.51 140.10 - - - - - - - -15.70 17.0 Hard Clay 1.3 42 56280 0.25 10.7 280.14 155.22 0.46 155.68 33.50 1197.44 7.71 38.00 0.43 0.0430 0.94 0.000017.00 18.0 Moderately Strong to strong claystone 1 42 56280 0.25 11.2 280.14 167.77 0.37 168.14 41.80 1058.49 6.31 54.44 0.4000 0.0722 0.94 0.000018.00 22.0 Very Stiff Clay 4 25 33500 0.3 14.7 166.75 202.78 0.28 203.05 38.52 660.33 3.26 50.80 0.3000 0.0300 0.60 0.000022.00 23.0 Very Stiff Clay 1 20 26800 0.3 10.6 133.40 237.48 0.22 237.69 27.90 625.62 2.63 38.89 0.26 0.0260 0.65 0.000023.00 26.5 Very Stiff Clay 3.45 23 30820 0.3 11.2 153.41 262.10 0.18 262.28 26.80 733.46 2.80 37.78 0.2500 0.0250 0.61 0.000026.45 27.5 Dense Sand 1.05 33 39600 0.28 11.4 - 287.40 0.15 287.55 - - - - - - - -27.50 30.0 Very Stiff Clay 2.5 27 36180 0.3 11.1 180.09 307.26 0.13 307.39 28.80 831.59 2.71 40.00 0.2700 0.0270 0.55 0.000030.00 33.3 Very Stiff Clay 3.3 22 29480 0.3 12.2 146.74 341.27 0.11 341.37 28.80 677.60 1.99 40.00 0.2700 0.0469 0.50 0.000033.30 37.0 Very Stiff Clay 3.7 28 37520 0.3 11.1 186.76 381.93 0.09 382.02 26.80 892.90 2.34 37.78 0.2500 0.0250 0.40 0.000037.00 40.5 Hard Clay 3.45 33 44220 0.3 11.1 220.11 421.61 0.08 421.70 21.80 1154.46 2.74 32.22 0.2000 0.0200 0.30 0.0000




Thus a = 4m' = 1n' = 8


0.75765471

0.01538644

0.48233797

0.01958907


from graph

0.65Se = 0.00216309 m

2.163092645 mm

24.8999 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =


= 2 m

= 2 m

= 149.8 kN OK

= 37.5


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt


0.3 2890610 - 23.13 13.97 37.09 - - - - - - - -

3.80 5.0 Soft Clay 1.2 4 4020 0.4 8.2 26.68 40.80 5.65 46.44 91.80 59.33 1.45 110.00 0.90 0.0675 2.00 0.00155.00 5.7 Very Soft Organic Clay 0.70 2 2010 0.4 9.8 13.34 49.15 4.03 53.17 67.40 37.12 0.76 134.44 1.1200 0.1120 2.96 0.00685.70 9.5 Very Soft Organic Clay 3.80 2 2010 0.4 7.5 13.34 66.83 2.15 68.97 52.00 44.11 0.66 86.60 1.1200 0.1120 2.96 0.01489.50 10.7 Medium Stiff Clay 1.2 6 6030 0.35 10.1 40.02 87.13 1.27 88.41 14.10 246.78 2.83 20.00 0.09 0.0090 0.49 0.0000

10.70 13.5 Stiff Clay 2.8 8 8040 0.35 11.6 53.36 109.43 0.93 110.36 26.00 258.78 2.36 42.60 0.0800 0.0080 0.40 0.000113.50 14.0 Stiff Clay 0.5 15 20100 0.33 10.5 100.05 128.30 0.71 129.01 21.80 524.76 4.09 32.22 0.2000 0.0200 0.35 0.000014.00 15.7 Sand 1.7 36 43200 0.3 10.2 - 139.59 0.62 140.21 - - - - - - - -15.70 17.0 Hard Clay 1.3 42 56280 0.25 10.7 280.14 155.22 0.56 155.78 33.50 1197.44 7.71 38.00 0.43 0.0430 0.94 0.000017.00 18.0 Moderately Strong to strong claystone 1 42 56280 0.25 11.2 280.14 167.77 0.45 168.23 41.80 1058.49 6.31 54.44 0.4000 0.0722 0.94 0.000018.00 22.0 Very Stiff Clay 4 25 33500 0.3 14.7 166.75 202.78 0.35 203.12 38.52 660.33 3.26 50.80 0.3000 0.0300 0.60 0.000122.00 23.0 Very Stiff Clay 1 20 26800 0.3 10.6 133.40 237.48 0.28 237.75 27.90 625.62 2.63 38.89 0.26 0.0260 0.65 0.000023.00 26.5 Very Stiff Clay 3.45 23 30820 0.3 11.2 153.41 262.10 0.23 262.33 26.80 733.46 2.80 37.78 0.2500 0.0250 0.61 0.000026.45 27.5 Dense Sand 1.05 33 39600 0.28 11.4 - 287.40 0.19 287.59 - - - - - - - -27.50 30.0 Very Stiff Clay 2.5 27 36180 0.3 11.1 180.09 307.26 0.17 307.43 28.80 831.59 2.71 40.00 0.2700 0.0270 0.55 0.000030.00 33.3 Very Stiff Clay 3.3 22 29480 0.3 12.2 146.74 341.27 0.14 341.41 28.80 677.60 1.99 40.00 0.2700 0.0469 0.50 0.000033.30 37.0 Very Stiff Clay 3.7 28 37520 0.3 11.1 186.76 381.93 0.12 382.05 26.80 892.90 2.34 37.78 0.2500 0.0250 0.40 0.000037.00 40.5 Hard Clay 3.45 33 44220 0.3 11.1 220.11 421.61 0.11 421.72 21.80 1154.46 2.74 32.22 0.2000 0.0200 0.30 0.0000




Thus a = 4m' = 1n' = 8


0.757654708

0.015386436

0.482337968

0.019589073

Therefore : 0.492958743

from graph

0.65Se = 0.001496952 m

1.496952018 mm

24.9000 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =


= 5 m

= 5 m

= 298.5 kN OK


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt


0.3 28906

10 - 23.13 7.58 30.70 - - - - - - - -3.80 5.0 Soft Clay 1.2 4 4020 0.4 8.2 26.68 40.80 4.49 45.29 91.80 59.33 1.45 110.00 0.90 0.0675 2.00 0.00125.00 5.7 Very Soft Organic Clay 0.70 2 2010 0.4 9.8 13.34 49.15 3.60 52.75 67.40 37.12 0.76 134.44 1.1200 0.1120 2.96 0.00615.70 9.5 Very Soft Organic Clay 3.80 2 2010 0.4 7.5 13.34 66.83 2.32 69.14 52.00 44.11 0.66 86.60 1.1200 0.1120 2.96 0.01599.50 10.7 Medium Stiff Clay 1.2 6 6030 0.35 10.1 40.02 87.13 1.56 88.69 14.10 246.78 2.83 20.00 0.09 0.0090 0.49 0.000110.70 13.5 Stiff Clay 2.8 8 8040 0.35 11.6 53.36 109.43 1.21 110.64 26.00 258.78 2.36 42.60 0.0800 0.0080 0.40 0.000113.50 14.0 Stiff Clay 0.5 15 20100 0.33 10.5 100.05 128.30 0.97 129.27 21.80 524.76 4.09 32.22 0.2000 0.0200 0.35 0.000014.00 15.7 Sand 1.7 36 43200 0.3 10.2 - 139.59 0.86 140.46 - - - - - - - -15.70 17.0 Hard Clay 1.3 42 56280 0.25 10.7 280.14 155.22 0.80 156.02 33.50 1197.44 7.71 38.00 0.43 0.0430 0.94 0.000117.00 18.0 Moderately Strong to strong claystone 1 42 56280 0.25 11.2 280.14 167.77 0.67 168.44 41.80 1058.49 6.31 54.44 0.4000 0.0722 0.94 0.000118.00 22.0 Very Stiff Clay 4 25 33500 0.3 14.7 166.75 202.78 0.53 203.30 38.52 660.33 3.26 50.80 0.3000 0.0300 0.60 0.000122.00 23.0 Very Stiff Clay 1 20 26800 0.3 10.6 133.40 237.48 0.43 237.91 27.90 625.62 2.63 38.89 0.26 0.0260 0.65 0.000023.00 26.5 Very Stiff Clay 3.45 23 30820 0.3 11.2 153.41 262.10 0.37 262.46 26.80 733.46 2.80 37.78 0.2500 0.0250 0.61 0.000026.45 27.5 Dense Sand 1.05 33 39600 0.28 11.4 - 287.40 0.32 287.72 - - - - - - - -27.50 30.0 Very Stiff Clay 2.5 27 36180 0.3 11.1 180.09 307.26 0.28 307.54 28.80 831.59 2.71 40.00 0.2700 0.0270 0.55 0.000030.00 33.3 Very Stiff Clay 3.3 22 29480 0.3 12.2 146.74 341.27 0.24 341.50 28.80 677.60 1.99 40.00 0.2700 0.0469 0.50 0.000033.30 37.0 Very Stiff Clay 3.7 28 37520 0.3 11.1 186.76 381.93 0.20 382.13 26.80 892.90 2.34 37.78 0.2500 0.0250 0.40 0.000037.00 40.5 Hard Clay 3.45 33 44220 0.3 11.1 220.11 421.61 0.19 421.80 21.80 1154.46 2.74 32.22 0.2000 0.0200 0.30 0.0000




Thus a = 4m' = 1n' = 8


0.757654708

0.015386436

0.482337968

0.019589073

Therefore : 0.492958743

from graph

0.65Se = 0.001192852 m

1.192852201 mm

24.8999 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =


= 1 m

= 1 m

= 292.3 kN OK

= 292.3


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

From To (m)0.00 0.4 Sandy Clay 0.4 30 40200 0.3 11.9 200.10 2.38 300.00 0.20 0.02000.40 1.0 Very Dense Sand 0.6 50 60000 0.25

0.3 3353112.2 - 8.42 172.96 181.38 - - - - - - -

1.00 1.8 Very Dense Sand 0.8 50 60000 0.25 12.2 - 16.96 73.08 90.04 - - - - - - -1.80 3.1 Medium Stiff Clay 1.30 5 5025 0.3 7.5 33.35 26.72 31.42 58.14 41.80 200.00 7.49 54.44 0.4000 0.0400 0.903.10 4.0 Soft Silt 0.90 3 3015 0.35 5.9 20.01 34.25 16.97 51.22 46.80 150.00 4.38 60.00 0.4500 0.0450 1.054.00 5.0 Soft Silt 1 3 3015 0.35 5.9 20.01 39.85 11.24 51.09 46.80 150.00 3.76 60.00 0.45 0.0450 0.955.00 5.7 Very Stiff Clay 0.7 20 26800 0.3 9.8 133.40 46.23 9.27 55.50 37.80 317.00 6.86 50.00 0.3600 0.0360 0.895.70 10.0 Medium Stiff Clay 4.3 8 8040 0.3 9 53.36 69.01 4.09 73.10 41.80 200.00 2.90 54.44 0.4000 0.0400 0.7510.00 11.0 Very Stiff Clay 1 25 33500 0.3 10.1 166.75 93.41 2.37 95.78 37.80 724.00 7.75 50.00 0.36 0.0360 0.6111.00 13.0 Very Stiff Silt 2 26 34840 0.3 10.1 173.42 108.56 1.84 110.40 36.80 600.00 5.53 48.89 0.35 0.0350 0.6513.00 16.0 Hard Cemented Clay 3 37 49580 0.25 11.4 246.79 135.76 1.24 137.00 31.80 600.00 4.42 43.33 0.3000 0.0300 0.7016.00 20.8 Very Stiff Clay 4.8 25 33500 0.3 10.1 166.75 177.10 0.81 177.91 31.80 600.00 3.39 43.33 0.3000 0.0300 0.7420.80 27.0 Dense Sand 6.2 34 40800 0.3 11.2 - 236.06 0.49 236.55 - - - - - - -27.00 29.0 Very Stiff organic Clay 2 25 33500 0.3 10.1 166.75 280.88 0.36 281.24 31.80 600.00 2.14 43.33 0.3000 0.0300 0.5529.00 37.0 Very Stiff Clay 8 25 33500 0.28 10.1 166.75 331.38 0.26 331.64 31.80 600.00 1.81 43.33 0.3000 0.0300 0.5037.00 39.0 Hard Silt 2 31 41540 0.25 10.8 206.77 382.58 0.20 382.78 26.80 600.00 1.57 37.78 0.2500 0.0250 0.4539.00 40.5 Hard Organic Clay 1.45 42 56280 0.25 11.6 280.14 401.79 0.18 401.97 11.80 600.00 1.49 21.11 0.1000 0.0100 0.40

Settlement 19.7159



Thus a = 4m' = 1n' = 8


0.757654708

0.015386436

0.482337968

0.019589073

Therefore : 0.494531167

from graph

0.65Se = 0.005183481 m

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

5.183481192 mm

24.8994 mmST =

Stt

(m)

--

0.00920.00350.00250.00110.00250.00020.00030.00020.0002

-0.00000.00010.00000.0000

mm


= 2 m

= 2 m

= 469.3 kN OK

= 117.3


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt

From To (m) (m)0.00 0.4 Sandy Clay 0.4 30 40200 0.3 11.9 200.10 2.38 300.00 0.20 0.02000.40 1.0 Very Dense Sand 0.6 50 60000 0.25

0.3 3353112.2 - 8.42 88.72 97.14 - - - - - - - -

1.00 1.8 Very Dense Sand 0.8 50 60000 0.25 12.2 - 16.96 52.15 69.11 - - - - - - - -1.80 3.1 Medium Stiff Clay 1.30 5 5025 0.3 7.5 33.35 26.72 28.61 55.33 41.80 200.00 7.49 54.44 0.4000 0.0400 0.90 0.00873.10 4.0 Soft Silt 0.90 3 3015 0.35 5.9 20.01 34.25 17.70 51.94 46.80 150.00 4.38 60.00 0.4500 0.0450 1.05 0.00364.00 5.0 Soft Silt 1 3 3015 0.35 5.9 20.01 39.85 12.61 52.46 46.80 150.00 3.76 60.00 0.45 0.0450 0.95 0.00285.00 5.7 Very Stiff Clay 0.7 20 26800 0.3 9.8 133.40 46.23 10.72 56.95 37.80 317.00 6.86 50.00 0.3600 0.0360 0.89 0.00125.70 10.0 Medium Stiff Clay 4.3 8 8040 0.3 9 53.36 69.01 5.26 74.27 41.80 200.00 2.90 54.44 0.4000 0.0400 0.75 0.0031

10.00 11.0 Very Stiff Clay 1 25 33500 0.3 10.1 166.75 93.41 3.21 96.62 37.80 724.00 7.75 50.00 0.36 0.0360 0.61 0.000311.00 13.0 Very Stiff Silt 2 26 34840 0.3 10.1 173.42 108.56 2.54 111.10 36.80 600.00 5.53 48.89 0.35 0.0350 0.65 0.000413.00 16.0 Hard Cemented Clay 3 37 49580 0.25 11.4 246.79 135.76 1.76 137.52 31.80 600.00 4.42 43.33 0.3000 0.0300 0.70 0.000316.00 20.8 Very Stiff Clay 4.8 25 33500 0.3 10.1 166.75 177.10 1.17 178.27 31.80 600.00 3.39 43.33 0.3000 0.0300 0.74 0.000220.80 27.0 Dense Sand 6.2 34 40800 0.3 11.2 - 236.06 0.72 236.78 - - - - - - - -27.00 29.0 Very Stiff organic Clay 2 25 33500 0.3 10.1 166.75 280.88 0.54 281.42 31.80 600.00 2.14 43.33 0.3000 0.0300 0.55 0.000029.00 37.0 Very Stiff Clay 8 25 33500 0.28 10.1 166.75 331.38 0.39 331.77 31.80 600.00 1.81 43.33 0.3000 0.0300 0.50 0.000137.00 39.0 Hard Silt 2 31 41540 0.25 10.8 206.77 382.58 0.30 382.88 26.80 600.00 1.57 37.78 0.2500 0.0250 0.45 0.000039.00 40.5 Hard Organic Clay 1.45 42 56280 0.25 11.6 280.14 401.79 0.27 402.06 11.80 600.00 1.49 21.11 0.1000 0.0100 0.40 0.0000




Thus a = 4m' = 1n' = 8


0.757654708

0.015386436

0.482337968

0.019589073

Therefore : 0.494531167

from graph

0.65Se = 0.004161213 m

4.1612131 mm

24.9000 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =


= 5 m

= 5 m

= 1086.7 kN OK

= 43.5


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt

From To (m) (m)0.00 0.4 Sandy Clay 0.4 30 40200 0.3 11.9 200.10 2.38 300.00 0.20 0.02000.40 1.0 Very Dense Sand 0.6 50 60000 0.25

0.3 3353112.2 - 8.42 38.69 47.11 - - - - - - - -

1.00 1.8 Very Dense Sand 0.8 50 60000 0.25 12.2 - 16.96 30.19 47.15 - - - - - - - -1.80 3.1 Medium Stiff Clay 1.30 5 5025 0.3 7.5 33.35 26.72 21.86 48.58 41.80 200.00 7.49 54.44 0.4000 0.0400 0.90 0.00713.10 4.0 Soft Silt 0.90 3 3015 0.35 5.9 20.01 34.25 16.36 50.61 46.80 150.00 4.38 60.00 0.4500 0.0450 1.05 0.00344.00 5.0 Soft Silt 1 3 3015 0.35 5.9 20.01 39.85 13.12 52.97 46.80 150.00 3.76 60.00 0.45 0.0450 0.95 0.00295.00 5.7 Very Stiff Clay 0.7 20 26800 0.3 9.8 133.40 46.23 11.74 57.97 37.80 317.00 6.86 50.00 0.3600 0.0360 0.89 0.00135.70 10.0 Medium Stiff Clay 4.3 8 8040 0.3 9 53.36 69.01 7.01 76.02 41.80 200.00 2.90 54.44 0.4000 0.0400 0.75 0.0041

10.00 11.0 Very Stiff Clay 1 25 33500 0.3 10.1 166.75 93.41 4.77 98.18 37.80 724.00 7.75 50.00 0.36 0.0360 0.61 0.000511.00 13.0 Very Stiff Silt 2 26 34840 0.3 10.1 173.42 108.56 3.94 112.50 36.80 600.00 5.53 48.89 0.35 0.0350 0.65 0.000713.00 16.0 Hard Cemented Clay 3 37 49580 0.25 11.4 246.79 135.76 2.90 138.66 31.80 600.00 4.42 43.33 0.3000 0.0300 0.70 0.000516.00 20.8 Very Stiff Clay 4.8 25 33500 0.3 10.1 166.75 177.10 2.05 179.15 31.80 600.00 3.39 43.33 0.3000 0.0300 0.74 0.000420.80 27.0 Dense Sand 6.2 34 40800 0.3 11.2 - 236.06 1.34 237.40 - - - - - - - -27.00 29.0 Very Stiff organic Clay 2 25 33500 0.3 10.1 166.75 280.88 1.02 281.90 31.80 600.00 2.14 43.33 0.3000 0.0300 0.55 0.000129.00 37.0 Very Stiff Clay 8 25 33500 0.28 10.1 166.75 331.38 0.77 332.15 31.80 600.00 1.81 43.33 0.3000 0.0300 0.50 0.000237.00 39.0 Hard Silt 2 31 41540 0.25 10.8 206.77 382.58 0.60 383.18 26.80 600.00 1.57 37.78 0.2500 0.0250 0.45 0.000039.00 40.5 Hard Organic Clay 1.45 42 56280 0.25 11.6 280.14 401.79 0.55 402.34 11.80 600.00 1.49 21.11 0.1000 0.0100 0.40 0.0000




Thus a = 4m' = 1n' = 8


0.757654708

0.015386436

0.482337968

0.019589073

Therefore : 0.494531167

from graph

0.65Se = 0.00385425 m

3.854250227 mm

24.9000 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =


= 1 m

= 1 m

= 201.2 kN OK

= 201.2


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt

From To (m) (m)0.00 1.0 Stiff Clay 1 9 9045 0.3 8.3 60.03 4.15 0.25 0.02501.00 2.0 Stiff Clay 1 9 9045 0.3

0.3 139528.3 60.03 12.45 89.42 101.87 26.80 287.01 23.05 37.78 0.25 0.0250 0.60 0.0143

2.00 5.5 Medium Dense Sand 3.5 16 19200 0.3 7.2 - 29.20 14.31 43.51 - - - - 0.00 - - -5.50 9.0 Stiff Clay 3.45 10 10050 0.3 8.4 66.70 56.29 3.85 60.14 20.00 362.50 6.44 35.60 0.2500 0.0250 0.58 0.00168.95 10.5 Medium Dense Sand 1.50 21 25200 0.25 9.2 - 77.68 2.14 79.82 - - - - 0.0000 - - -10.45 13.7 Hard Clay 3.2 39 52260 0.25 11.4 260.13 102.82 1.39 104.21 16.00 1537.41 14.95 30.80 0.18 0.0180 0.56 0.000213.65 16.0 Very Stiff Clay 2.35 21 28140 0.3 10.3 140.07 133.16 1.21 134.38 21.90 733.24 5.51 39.40 0.1800 0.0180 0.56 0.000116.00 20.0 Medium Dense Sand 4 28 33600 0.25 10.2 - 165.67 0.62 166.29 - - - - 0.0000 - - -20.00 21.0 Very Stiff Clay 1 27 36180 0.3 10.6 180.09 191.37 0.48 191.84 21.80 944.56 4.94 32.22 0.20 0.0200 0.75 0.000021.00 23.0 Cemented Clay 2 52 69680 0.2 12.2 346.84 208.87 0.42 209.28 6.80 2566.14 12.29 15.56 0.05 0.0050 0.40 0.000023.00 40.5 Very Stiff Clay 17.45 25 33500 0.3 10.6 166.75 313.55 0.16 313.71 18.00 944.22 3.01 33.80 0.2000 0.0200 0.75 0.0000




Thus a = 4m' = 1n' = 8


0.757654708

0.015386436

0.482337968

0.019589073

Therefore : 0.501927041

from graph

0.65Se = 0.008562329 m

8.562329493 mm

24.7803 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =


= 2 m

= 2 m

= 424.6 kN OK


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt

From To (m) (m)0.00 1.0 Stiff Clay 1 9 9045 0.3 8.3 60.03 4.15 0.25 0.02501.00 2.0 Stiff Clay 1 9 9045 0.3

0.3 13952

8.3 60.03 12.45 67.94 80.39 26.80 287.01 23.05 37.78 0.25 0.0250 0.60 0.01272.00 5.5 Medium Dense Sand 3.5 16 19200 0.3 7.2 - 29.20 18.82 48.02 - - - - 0.00 - - -5.50 9.0 Stiff Clay 3.45 10 10050 0.3 8.4 66.70 56.29 6.28 62.57 20.00 362.50 6.44 35.60 0.2500 0.0250 0.58 0.00258.95 10.5 Medium Dense Sand 1.50 21 25200 0.25 9.2 - 77.68 3.71 81.39 - - - - 0.0000 - - -

10.45 13.7 Hard Clay 3.2 39 52260 0.25 11.4 260.13 102.82 2.49 105.31 16.00 1537.41 14.95 30.80 0.18 0.0180 0.56 0.000413.65 16.0 Very Stiff Clay 2.35 21 28140 0.3 10.3 140.07 133.16 2.20 135.36 21.90 733.24 5.51 39.40 0.1800 0.0180 0.56 0.000216.00 20.0 Medium Dense Sand 4 28 33600 0.25 10.2 - 165.67 1.18 166.84 - - - - 0.0000 - - -20.00 21.0 Very Stiff Clay 1 27 36180 0.3 10.6 180.09 191.37 0.92 192.28 21.80 944.56 4.94 32.22 0.20 0.0200 0.75 0.000021.00 23.0 Cemented Clay 2 52 69680 0.2 12.2 346.84 208.87 0.80 209.67 6.80 2566.14 12.29 15.56 0.05 0.0050 0.40 0.000023.00 40.5 Very Stiff Clay 17.45 25 33500 0.3 10.6 166.75 313.55 0.32 313.87 18.00 944.22 3.01 33.80 0.2000 0.0200 0.75 0.0001




Thus a = 4m' = 1n' = 8


0.757654708

0.015386436

0.482337968

0.019589073

Therefore : 0.501927041

from graph

0.65Se = 0.00903558 m

9.035579828 mm

24.9000 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =


= 5 m

= 5 m

= 1193.9 kN OK


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

From To (m)0.00 1.0 Stiff Clay 1 9 9045 0.3 8.3 60.03 4.15 0.25 0.02501.00 2.0 Stiff Clay 1 9 9045 0.3

0.3 13952

8.3 60.03 12.45 39.47 51.92 26.80 287.01 23.05 37.78 0.25 0.0250 0.602.00 5.5 Medium Dense Sand 3.5 16 19200 0.3 7.2 - 29.20 19.88 49.08 - - - - 0.00 - -5.50 9.0 Stiff Clay 3.45 10 10050 0.3 8.4 66.70 56.29 9.48 65.77 20.00 362.50 6.44 35.60 0.2500 0.0250 0.588.95 10.5 Medium Dense Sand 1.50 21 25200 0.25 9.2 - 77.68 6.36 84.04 - - - - 0.0000 - -

10.45 13.7 Hard Clay 3.2 39 52260 0.25 11.4 260.13 102.82 4.63 107.45 16.00 1537.41 14.95 30.80 0.18 0.0180 0.5613.65 16.0 Very Stiff Clay 2.35 21 28140 0.3 10.3 140.07 133.16 4.18 137.34 21.90 733.24 5.51 39.40 0.1800 0.0180 0.5616.00 20.0 Medium Dense Sand 4 28 33600 0.25 10.2 - 165.67 2.47 168.13 - - - - 0.0000 - -20.00 21.0 Very Stiff Clay 1 27 36180 0.3 10.6 180.09 191.37 1.99 193.35 21.80 944.56 4.94 32.22 0.20 0.0200 0.7521.00 23.0 Cemented Clay 2 52 69680 0.2 12.2 346.84 208.87 1.77 210.63 6.80 2566.14 12.29 15.56 0.05 0.0050 0.4023.00 40.5 Very Stiff Clay 17.45 25 33500 0.3 10.6 166.75 313.55 0.77 314.32 18.00 944.22 3.01 33.80 0.2000 0.0200 0.75

Settlement 14.7381



Thus a = 4m' = 1n' = 8


0.757654708

0.015386436

0.482337968

0.019589073

Therefore : 0.501927041

from graph

0.65Se = 0.010161907 m

10.16190663 mm

24.9000 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =

Stt

(m)

0.0097-

0.0037-

0.00070.0004

-0.00010.00000.0002

mm


= 1 m

= 1 m

= 54.3 kN OK


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

From To (m)0.00 1.0 Very Soft Clay 1 1 769 0.4 5.1 6.67 2.551.00 2.0 Very Soft Clay 1 1 769 0.4

0.3 5100

5.1 6.67 7.65 24.14 31.79 51.80 22.11 2.89 65.56 0.50 0.0500 0.902.00 10.0 Medium Stiff Clay 8 8 4779 0.3 8.3 53.36 43.40 1.51 44.91 26.00 258.78 5.96 42.22 0.29 0.0290 0.62

10.00 11.0 Medium Dense Sand 1.00 26 12000 0.25 10.7 - 81.95 0.49 82.44 - - - - 0.0000 - -11.00 14.0 Stiff Clay 2.95 12 8716 0.3 9 80.04 100.57 0.35 100.92 25.20 393.82 3.92 32.22 0.2000 0.0200 0.6413.95 16.0 Stiff Clay 2 15 10895 0.3 9.2 100.05 123.05 0.24 123.29 31.70 440.19 3.58 32.22 0.20 0.0200 0.6815.95 21.0 Very Stiff Silt 5 16 11621 0.35 9.2 106.72 155.25 0.18 155.43 42.40 399.88 2.58 32.22 0.2000 0.0200 0.6820.95 25.5 Cemented Clay 4.5 51 31639 0.2 11.7 340.17 204.58 0.10 204.68 16.80 1975.89 9.66 26.67 0.1500 0.0150 0.3025.45 38.0 Very Stiff Clay 12.55 26 18038 0.3 10.5 173.42 296.79 0.05 296.84 26.80 829.13 2.79 37.78 0.25 0.0250 0.4038.00 40.5 Very Dense Sand 2.45 55 27500 0.25 11.2 - 376.40 0.05 376.45 - - - - 0.00 - -

Settlement 18.5363



Thus a = 4m' = 1n' = 8


0.75765471

0.01538644

0.48233797

0.01958907


from graph

0.65Se = 0.00630146 m

6.30146066 mm

24.8377 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =

Stt

(m)

0.01630.0021

-0.00010.00000.00000.00000.0000

-mm


= 2 m

= 2 m

= 119.4 kN OK


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt

From To (m) (m)0.00 1.0 Very Soft Clay 1 1 769 0.4 5.1 6.67 2.551.00 2.0 Very Soft Clay 1 1 769 0.4

0.3 5100

5.1 6.67 7.65 19.11 26.76 51.80 22.11 2.89 65.56 0.50 0.0500 0.90 0.01432.00 10.0 Medium Stiff Clay 8 8 4779 0.3 8.3 53.36 43.40 2.44 45.84 26.00 258.78 5.96 42.22 0.29 0.0290 0.62 0.0034

10.00 11.0 Medium Dense Sand 1.00 26 12000 0.25 10.7 - 81.95 0.90 82.85 - - - - 0.0000 - - -11.00 14.0 Stiff Clay 2.95 12 8716 0.3 9 80.04 100.57 0.66 101.23 25.20 393.82 3.92 32.22 0.2000 0.0200 0.64 0.000113.95 16.0 Stiff Clay 2 15 10895 0.3 9.2 100.05 123.05 0.47 123.52 31.70 440.19 3.58 32.22 0.20 0.0200 0.68 0.000015.95 21.0 Very Stiff Silt 5 16 11621 0.35 9.2 106.72 155.25 0.35 155.60 42.40 399.88 2.58 32.22 0.2000 0.0200 0.68 0.000120.95 25.5 Cemented Clay 4.5 51 31639 0.2 11.7 340.17 204.58 0.20 204.78 16.80 1975.89 9.66 26.67 0.1500 0.0150 0.30 0.000025.45 38.0 Very Stiff Clay 12.55 26 18038 0.3 10.5 173.42 296.79 0.11 296.90 26.80 829.13 2.79 37.78 0.25 0.0250 0.40 0.000038.00 40.5 Very Dense Sand 2.45 55 27500 0.25 11.2 - 376.40 0.11 376.51 - - - - 0.00 - - -




Thus a = 4m' = 1n' = 8


0.757654708

0.015386436

0.482337968

0.019589073

Therefore : 0.501927041

from graph

0.65Se = 0.006930319 m

6.930318534 mm

24.9000 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =


= 5 m

= 5 m

= 365.2 kN OK

= 14.6


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt

From To (m) (m)0.00 1.0 Very Soft Clay 1 1 769 0.4 5.1 6.67 2.551.00 2.0 Very Soft Clay 1 1 769 0.4

0.3 51005.1 6.67 7.65 12.07 19.72 51.80 22.11 2.89 65.56 0.50 0.0500 0.90 0.0108

2.00 10.0 Medium Stiff Clay 8 8 4779 0.3 8.3 53.36 43.40 3.65 47.05 26.00 258.78 5.96 42.22 0.29 0.0290 0.62 0.005010.00 11.0 Medium Dense Sand 1.00 26 12000 0.25 10.7 - 81.95 1.74 83.69 - - - - 0.0000 - - -11.00 14.0 Stiff Clay 2.95 12 8716 0.3 9 80.04 100.57 1.35 101.92 25.20 393.82 3.92 32.22 0.2000 0.0200 0.64 0.000213.95 16.0 Stiff Clay 2 15 10895 0.3 9.2 100.05 123.05 1.02 124.07 31.70 440.19 3.58 32.22 0.20 0.0200 0.68 0.000115.95 21.0 Very Stiff Silt 5 16 11621 0.35 9.2 106.72 155.25 0.80 156.05 42.40 399.88 2.58 32.22 0.2000 0.0200 0.68 0.000120.95 25.5 Cemented Clay 4.5 51 31639 0.2 11.7 340.17 204.58 0.49 205.07 16.80 1975.89 9.66 26.67 0.1500 0.0150 0.30 0.000125.45 38.0 Very Stiff Clay 12.55 26 18038 0.3 10.5 173.42 296.79 0.29 297.07 26.80 829.13 2.79 37.78 0.25 0.0250 0.40 0.000138.00 40.5 Very Dense Sand 2.45 55 27500 0.25 11.2 - 376.40 0.29 376.68 - - - - 0.00 - - -




Thus a = 4m' = 1n' = 8


0.757654708

0.015386436

0.482337968

0.019589073

Therefore : 0.501927041

from graph

0.65Se = 0.008476538 m

8.476538084 mm

24.9000 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =


= 1 m

= 1 m

= 25.9 kN OK

= 25.9 2.63654734Depth of Foundation (Df) = 1 m Location : BH-12

Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt

From To (m) (m)0.00 1.0 Soft Clay 1 4 4020 0.35 9 26.68 4.501.00 4.0 Soft Clay 3 4 4020 0.35

0.4 3116

9 26.68 22.50 4.14 26.64 121.80 47.59 2.11 143.33 1.20 0.1200 2.30 0.00804.00 5.7 Very Soft Organic Clay 1.7 3 3015 0.4 7.5 20.01 42.38 1.10 43.47 93.00 44.07 1.04 148.89 1.25 0.1250 2.38 0.00705.70 8.0 Very Soft Organic Clay 2.30 2 2010 0.4 5.1 13.34 54.62 0.55 55.17 126.80 23.03 0.42 148.89 1.2500 0.1250 2.35 0.00378.00 9.4 Soft Clay 1.40 3 3015 0.35 7.5 20.01 65.73 0.34 66.07 121.80 35.69 0.54 143.33 1.2000 0.1200 2.00 0.00139.40 12.4 Loose Sand 2.95 9 10800 0.35 8.2 - 83.07 0.22 83.29 - - - - - - - -

12.35 13.7 Very Stiff Clay 1.35 15 20100 0.3 10.1 100.05 101.99 0.20 102.19 17.20 576.19 5.65 32.00 0.1980 0.0198 0.44 0.000013.70 15.5 Hard Clay 1.75 36 48240 0.2 10.6 240.12 118.08 0.12 118.20 16.80 1394.75 11.81 26.67 0.1500 0.0150 0.30 0.000015.45 17.0 Dense Sand 1.5 35 42000 0.25 12.2 - 136.51 0.10 136.60 - - - - - - - -16.95 20.0 Very Stiff Clay 3.05 16 21440 0.3 12.2 106.72 164.26 0.08 164.34 26.00 517.56 3.15 33.33 0.21 0.0210 0.50 0.000020.00 23.0 Very Stiff Clay 3 21 28140 0.3 9 140.07 196.36 0.06 196.42 34.20 592.16 3.02 55.30 0.4077 0.0408 0.81 0.000023.00 24.6 Hard Clay 1.6 40 53600 0.2 12.2 266.80 219.62 0.05 219.67 21.80 1399.35 6.37 32.22 0.2000 0.0200 0.20 0.000024.60 26.0 Medium Dense Sand 1.4 26 31200 0.3 10.2 - 236.53 0.04 236.57 - - - - - - - -26.00 30.0 Hard Cemented Clay 4 38 50920 0.2 12.2 253.46 268.07 0.03 268.10 27.80 1190.74 4.44 56.00 0.4140 0.0414 0.97 0.000030.00 33.2 Very Stiff Clay 3.2 26 34840 0.3 10.6 173.42 309.43 0.03 309.45 31.30 767.99 2.48 51.00 0.3690 0.0369 0.59 0.000033.20 40.5 Very Stiff Clay 7.25 24 32160 0.3 10.1 160.08 363.00 0.02 363.02 31.80 703.15 1.94 43.33 0.3000 0.0300 0.30 0.0000


ELASTIC SETTLEMENT SETTLEMENT

1.00


Thus a = 4m' = 1n' = 8


0.757654708

0.015386436

0.482337968

0.019589073

Therefore : 0.501927041

from graph

0.68Se = 0.004853204 m

4.853204329 mm

24.9000 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =


= 2 m

= 2 m

= 42.2 kN OK

= 10.5 1.07485492Depth of Foundation (Df) = 1 m Location : BH-12

Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt


0.4 3116





0.50


Thus a = 4m' = 1n' = 8


0.757654708

0.015386436

0.482337968

0.019589073

Therefore : 0.501927041

from graph

0.68Se = 0.003957062 m

3.95706194 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

24.8998 mmST =


= 5 m

= 5 m

= 100.5 kN OK


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt


0.4 3116





0.20


Thus a = 4m' = 1n' = 8


0.757654708

0.015386436

0.482337968

0.019589073

Therefore : 0.501927041

from graph

0.68Se = 0.003773219 m

3.773219426 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

24.8998 mmST =


= 1 m

= 1 m

= 133.1 kN OK


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt

From To (m) (m)0.00 1.0 Stiff Clay 1 12 14740 0.3 8.7 80.04 4.351.00 3.4 Stiff Clay 2.4 10 14740 0.3

0.3 12317

8.7 66.70 19.14 27.49 46.63 31.80 292.98 15.31 43.33 0.30 0.0300 0.60 0.01743.40 6.0 Medium Dense Sand 2.6 10 12000 0.25 8.2 - 40.24 6.02 46.26 - - - - 0.00 - - -6.00 7.7 Medium Stiff Clay 1.70 7 9380 0.3 9.5 46.69 79.86 2.84 82.69 37.80 186.86 2.34 50.00 0.3600 0.0360 0.82 0.00057.70 13.0 Stiff Clay 5.30 9 12060 0.3 9.8 60.03 93.02 1.24 94.26 18.80 334.32 3.59 28.89 0.1700 0.0170 0.49 0.0003

13.00 14.0 Stiff Silt 1 9 12060 0.25 9.8 60.03 123.89 0.73 124.62 18.80 334.32 2.70 28.89 0.17 0.0170 0.49 0.000014.00 17.0 Stiff Clay 3 10 13400 0.3 10 66.70 143.79 0.54 144.33 17.80 379.28 2.64 27.78 0.1600 0.0160 0.45 0.000117.00 18.0 Medium Dense Sand 1 22 26400 0.3 9.7 - 163.64 0.43 164.07 - - - - 0.0000 - - -18.00 20.0 Stiff Clay 2 14 18760 0.3 9.8 93.38 178.29 0.37 178.66 26.40 449.63 2.52 37.33 0.25 0.0246 0.49 0.000020.00 26.2 Medium Dense Sand 6.2 28 33600 0.3 11.2 - 222.81 0.27 223.08 - - - - 0.00 - - -26.20 28.5 Very Stiff Clay 2.25 21 28140 0.3 10.3 140.07 269.12 0.19 269.31 23.80 707.21 2.63 34.44 0.2200 0.0220 0.30 0.000028.45 29.5 Medium Dense Sand 1.05 26 31200 0.3 11.7 - 286.85 0.16 287.01 - - - - 0.0000 - - -29.50 33.4 Very Stiff Clay 3.9 20 26800 0.3 10 133.40 312.49 0.13 312.62 21.80 699.67 2.24 32.22 0.20 0.0200 0.25 0.000033.40 36.0 Hard Clay 2.6 56 75040 0.2 11.4 373.52 346.81 0.11 346.92 11.80 2430.82 7.01 21.11 0.1000 0.0100 0.15 0.000036.00 40.5 Very Stiff Clay 4.45 30 40200 0.3 10.6 200.10 385.21 0.09 385.31 16.80 1162.29 3.02 26.67 0.1500 0.0150 0.20 0.0000



1.00


Thus a = 4m' = 1n' = 8


0.757654708

0.015386436

0.482337968

0.019589073

Therefore : 0.501927041

from graph

0.65Se = 0.006494125 m

6.494125055 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

24.8999 mmST =


= 2 m

= 2 m

= 266.6 kN OK


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt


0.3 12317





0.50


Thus a = 4m' = 1n' = 8


0.7576547

0.0153864

0.482338

0.0195891


from graph

0.65Se = 0.006507 m

6.5069656 mm

24.9000 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =


= 5 m

= 5 m

= 794.7 kN OK

= 31.8


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt


0.3 12317





0.20


Thus a = 4m' = 1n' = 8


0.757654708

0.015386436

0.482337968

0.019589073

Therefore : 0.501927041

from graph

0.65Se = 0.007757182 m

7.757181673 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

24.9000 mmST =


= 5.5 m

= 5.5 m

= 230.0 kN OK

= 7.6 0.77532126


Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt

From To (m) (m)0.00 1.0 Gravelly Sand 1 50 60000 0.2 12.2 - 6.101.00 1.9 Gravelly Sand 0.85 50 60000 0.2

0.3 10128

12.2 - 17.38 6.55 23.94 - - - - - - - -1.00 4.0 Medium Stiff Silt 3 8 8040 0.3 9 53.36 36.07 3.73 39.80 91.80 118.67 3.29 110.00 0.90 0.0675 2.00 0.002894.00 8.5 Very Soft Organic Clay 4.45 2 2010 0.4 7.5 13.34 66.26 1.72 67.97 147.80 20.31 0.31 172.22 1.4600 0.1095 3.02 0.017958.45 11.0 Medium Stiff Silt 2.55 7 7035 0.3 8.9 46.69 94.29 1.01 95.30 17.80 265.50 2.82 27.78 0.1600 0.0256 0.62 0.00019

11.00 20.0 Stiff Clay 9 12 16080 0.3 9.5 80.04 148.39 0.53 148.92 19.80 436.76 2.94 30.00 0.18 0.0295 0.48 0.0002820.00 23.8 Very Stiff Clay 3.8 20 26800 0.3 9.8 133.40 209.76 0.50 210.26 42.80 497.09 2.37 55.56 0.4100 0.0741 0.76 0.0001723.80 27.5 Dense Sand 3.7 34 40800 0.25 11.2 - 249.10 0.24 249.34 - - - - - - - -27.50 34.0 Very Stiff Clay 6.5 28 37520 0.3 10.5 186.76 303.95 0.18 304.12 24.30 934.22 3.07 35.00 0.23 0.0382 0.60 0.0000434.00 35.0 Hard Clay 1 41 54940 0.2 11.4 273.47 343.77 0.17 343.94 16.80 1588.46 4.62 26.67 0.15 0.0237 0.40 0.0000035.00 37.0 Very Stiff Clay 2 26 34840 0.35 10.3 173.42 359.77 0.13 359.90 27.80 814.71 2.26 38.89 0.2600 0.0450 0.68 0.0000137.00 40.5 Hard Clay 3.45 32 42880 0.2 10.8 213.44 388.70 0.12 388.82 21.80 1119.48 2.88 32.22 0.2000 0.0334 0.60 0.00001



0.18


Thus a = 4m' = 1n' = 8


0.757654708

0.015386436

0.482337968

0.019589073

Therefore : 0.501927041

from graph

0.65Se = 0.002376456 m

2.376455771 mm

23.9083 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =

5.1. NBL - 13

= 1 m

= 1 m

= 87.4 kN OK

= 87.4Depth of Foundation (Df) = 1 m Location : NBL-13

Depth (m)Soil Type

Thick Em

Eavg DsPI OCR Cc Cr

Stt


0.4 6154

8 46.69 20.00 13.98 33.98 41.80 176.42 8.82 54.44 0.40 0.0400 1.20 0.01264.00 4.8 Very Soft Organic Clay 0.79 4 2500 0.4 7.5 26.68 34.96 4.52 39.49 93.00 58.75 1.68 121.11 1.00 0.1000 0.10 0.00384.79 8.0 Loose Sand 3.21 3 10000 0.35 10 - 53.98 2.14 56.11 - - - - - - - -8.00 11.8 Stiff Clay 3.75 10 12000 0.3 8 66.70 85.03 0.90 85.92 11.80 434.08 5.11 21.11 0.1000 0.0100 1.50 0.0001

11.75 15.0 Dense Sand 3.25 35 35000 0.25 12 - 119.52 0.49 120.01 - - - - - - - -15.00 16.5 Very Dense Sand 1.5 60 45000 0.2 15 - 150.27 0.45 150.73 - - - - 0.1980 0.0198 - -16.50 20.0 Very Stiff Clay 3.5 16 23000 0.3 10 106.72 179.03 0.26 179.29 11.80 694.52 3.88 21.11 0.1000 0.0100 1.50 0.000020.00 20.7 Very Soft Organic Clay 0.7 20 3000 0.4 7.5 133.40 199.15 0.21 199.36 21.80 699.67 3.51 32.22 0.20 0.0334 0.70 0.000020.70 22.1 Stiff Clay 1.35 23 12000 0.3 9 153.41 207.85 0.19 208.04 26.00 743.99 3.58 21.11 0.10 0.0100 1.50 0.000022.05 22.5 Very Stiff Clay 0.45 27 23000 0.3 10 180.09 216.18 0.18 216.35 34.20 761.35 3.52 21.11 0.1000 0.0100 1.60 0.000022.50 27.0 Very Dense Sand 4.5 80 46000 0.2 17 - 256.68 0.14 256.82 - - - - - - - -27.00 27.6 Hard Clay 0.6 60 24000 0.25 12 400.20 298.53 0.12 298.64 6.80 2960.94 9.92 15.56 0.05 0.0043 2.00 0.000027.60 30.0 Very Dense Sand 2.4 52 50000 0.2 12.2 - 316.77 0.11 316.87 - - - - - - - -30.00 30.5 Hard Clay 0.45 34 24000 0.25 12.2 226.78 334.15 0.10 334.25 31.30 1004.30 3.01 15.56 0.0500 0.0050 2.00 0.000030.45 32.0 Very Stiff Sandy Silt 1.55 30 25000 0.25 11 - 345.42 0.09 345.51 - - - - - - - -



1.00


Thus a = 4m' = 1n' = 8


0.757654708

0.015386436

0.482337968

0.019589073

Therefore : 0.501927041

from graph

0.68Se = 0.008465096 m

8.465096309 mm

24.9000 mm

Bg

Lg

Pg

Pg kN/m2



Df/B =

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =

LONG TERM SETTLEMENT AFTER TERZAGHI

= 7.3 m

= 9.8 m

= 220.0 kN OK


Depth (m)Soil Type

Thick Em

From To (m)0.00 1.0 Gravelly Sand 1 50 60000 0.31.00 1.9 Gravelly Sand 0.85 50 60000 0.31.00 4.0 Medium Stiff Silt 3 8 8040 0.34.00 8.5 Very Soft Organic Clay 4.45 2 2010 0.3

0.38.45 11.0 Medium Stiff Silt 2.55 7 7035 0.3511.00 20.0 Stiff Clay 9 12 16080 0.3520.00 23.8 Very Stiff Clay 3.8 20 26800 0.3523.80 27.5 Dense Sand 3.7 34 40800 0.2527.50 34.0 Very Stiff Clay 6.5 28 37520 0.3534.00 35.0 Hard Clay 1 41 54940 0.435.00 37.0 Very Stiff Clay 2 26 34840 0.337.00 40.5 Hard Clay 3.45 32 42880 0.4


0.41

Bg

Lg

Pg

Pg kN/m2

N'-SPTavr mavg(kN/m2)

Df/B =


Thus a = 4m' = 1.342466n' = 8


0.795897

0.020531

0.495245

1.497578


from graph

0.57Se = 0.004218 m

4.218007 mm

24.9364 mm

For All Calculation See Note Tab.

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =

Eavg DsPI OCR

12.2 - 6.1012.2 - 17.38

9 53.36 36.07

10725

7.5 13.34 66.26 1.92 68.18 147.80 20.31 0.318.9 46.69 94.29 1.09 95.38 17.80 265.50 2.829.5 80.04 148.39 0.55 148.94 19.80 436.76 2.949.8 133.40 209.76 0.32 210.08 42.80 497.09 2.3711.2 - 249.10 0.24 249.34 - - -10.5 186.76 303.95 0.21 304.15 24.30 934.22 3.0711.4 273.47 343.77 0.14 343.91 16.80 1588.46 4.6210.3 173.42 359.77 0.13 359.90 27.80 814.71 2.2610.8 213.44 388.70 0.12 388.82 21.80 1119.48 2.88

g' cu s'v s1=s'v+Ds sc

(kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)

Cc CrStt

(m)0.00

2.00172.22 1.4600 0.1095 3.02 0.02006 3.0227.78 0.1600 0.0256 0.62 0.00020 0.6230.00 0.18 0.0295 0.48 0.00029 0.4855.56 0.4100 0.0741 0.76 0.00010 0.76

- - - - - 0.0035.00 0.23 0.0382 0.60 0.00005 0.6026.67 0.15 0.0237 0.40 0.00000 0.4038.89 0.2600 0.0450 0.68 0.00001 0.6832.22 0.2000 0.0334 0.60 0.00001 0.60


wL e0 e0


= 1 m

= 1 m

= 23.0 kN OK


Depth (m)Soil Type

Thick Em

From To (m)0.00 1.0 Gravelly Sand 1 3 3600 0.21.00 8.0 Gravelly Sand 7 3 3600 0.28.00 12.5 Very Soft Clay 4.45 2 2010 0.3

12.45 18.0 Soft Clay 5.55 2 2010 0.318.00 20.0 Soft Organic Clay 2.00 3 3015 0.320.00 27.0 Soft Organic Clay 6.95 5 5025 0.326.95 39.0 Very Stiff Clay 12.05 18 18090 0.3539.00 45.5 Medium Dense To Dense Sand 6.45 30 36000 0.3


1.00

Bg

Lg

Pg

Pg kN/m2

N'-SPTavr(kN/m2)

Df/B =


Thus a = 4m' = 1n' = 8


0.87374

0.015386

0.519289

1.122371


from graph

0.65Se = 0.013083 m

13.08343 mm

14.6966 mm


A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =

Eavg DsPI

6.2 - 3.10

0.3 2665

6.2 - 27.90 2.07 29.97 - -7.5 13.34 22.89 0.22 23.11 65.20 37.987.5 13.34 60.39 0.10 60.49 52.40 43.907.5 20.01 88.70 0.06 88.76 39.40 78.237.8 33.35 123.30 0.04 123.35 37.30 134.479 120.06 204.64 0.03 204.67 52.70 393.65

11.2 - 294.98 0.01 294.99 - -

mavgg' cu s'v s1=s'v+Ds sc


OCR Cc CrStt

(m)0.00

- - - - - - 0.001.66 99.20 0.61 0.0458 1.53 0.00033 1.530.73 83.00 0.5500 0.0413 1.46 0.00088 1.460.88 64.00 0.7000 0.0675 1.50 0.00017 1.501.09 65.00 0.48 0.0634 1.36 0.00021 1.361.92 78.00 0.3700 0.0278 0.94 0.00001 0.94

- - - - - - 0.00Settlement 1.6132 mm

wL e0 e0


= 1 m

= 1 m

= 50.0 kN OK


Depth (m)Soil Type

Thick Em

From To (m)0.00 1.0 Stiff Silt 1 16 12256 0.31.00 3.0 Very Stiff Clay 1.95 17 13022 0.352.95 9.0 Stiff Silt 6 10 7660 0.38.95 9.7 Stiff Organic Clay 0.70 12 9192 0.39.65 10.0 Stiff Clay 0.35 12 9192 0.3

10.00 13.0 Silty Sand Medium Dense 3 13 9958 0.313.00 15.0 Sand Medium Dense 2 17 13022 0.315.00 21.0 Sand Medium Dense 6 16 12256 0.321.00 21.5 Sandy Clay 0.45 24 18384 0.3521.45 23.0 Sandy Silt 1.5 16 12256 0.322.95 23.5 Stiff Clay 0.55 13 9958 0.323.50 25.5 Stiff Clay 2 13 9958 0.325.50 27.5 Very Stiff Clay 1.95 22 16852 0.3527.45 30.5 Very Stiff Clay 3 32 24512 0.35


1.00

Bg

Lg

Pg

Pg kN/m2

N'-SPTavr(kN/m2)

Df/B =


Thus a = 4m' = 1n' = 8


0.87374

0.015386

0.519289

1.122371


from graph

0.65Se = 0.007405 m

7.405064 mm

24.8677 mm


A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =

Eavg DsPI

9.31 106.72 4.65

0.3 8993

10.19 113.39 19.25 12.82 32.06 31.80 498.079.31 66.70 57.11 1.41 58.52 71.80 177.559.31 80.04 88.30 0.58 88.88 71.80 213.079.31 80.04 93.19 0.52 93.70 71.80 213.078.11 - 106.98 0.38 107.36 - -9.11 - 128.26 0.33 128.59 - -9.11 - 164.70 0.15 164.85 - -

12.11 160.08 194.75 0.11 194.86 41.80 604.8510.11 106.72 205.06 0.09 205.15 41.80 403.239.31 86.71 215.20 0.09 215.30 51.80 287.449.31 86.71 227.07 0.08 227.15 51.80 287.44

11.11 146.74 247.21 0.07 247.28 31.80 644.5612.11 213.44 276.21 0.06 276.27 31.80 937.54



OCR Cc CrStt

(m)0.51

25.88 43.33 0.30 0.0528 0.51 0.0151 0.513.11 87.78 0.70 0.0525 0.51 0.0022 0.512.41 87.78 0.7000 0.0525 0.51 0.0001 0.512.29 87.78 0.7000 0.0525 0.51 0.0000 0.51

- - 0.00 - - - 0.51- - 0.0000 - - - 0.00- - 0.0000 - - - 0.00

3.11 54.44 0.40 0.0722 0.50 0.0000 0.501.97 54.44 0.40 0.0722 0.50 0.0000 0.501.34 65.56 0.5000 0.0375 0.87 0.0000 0.871.27 65.56 0.5000 0.0375 0.87 0.0000 0.872.61 43.33 0.30 0.0528 0.70 0.0000 0.703.39 43.33 0.3000 0.0528 0.70 0.0000 0.70


wL e0 e0


= 1 m

= 1 m

= 42.0 kN OK


Depth (m)Soil Type

Thick Em

From To (m)0.00 1.0 Stiff Silt 1 16 12256 0.31.00 2.0 Very Stiff Clay 1 17 13022 0.32.00 3.0 Very Stiff Clay 0.95 17 13022 0.352.95 9.0 Stiff Silt 6 10 7660 0.38.95 9.7 Stiff Organic Clay 0.70 12 9192 0.39.65 10.0 Stiff Clay 0.35 12 9192 0.3



2.00

Bg

Lg

Pg

Pg kN/m2

N'-SPTavr(kN/m2)

Df/B =


Thus a = 4m' = 1n' = 8


0.87373985

0.01538644

0.51928902

1.12237124


from graph

0.65Se = 0.00959481 m

9.59480756 mm

24.7831 mm


A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =

Eavg DsPI

9.31 106.72 4.6510.19 113.39 14.40

0.3 8466

10.19 113.39 15.03 19.30 34.34 71.80 301.849.31 66.70 47.80 1.71 49.51 71.80 177.559.31 80.04 78.99 0.61 79.60 71.80 213.079.31 80.04 83.88 0.54 84.42 71.80 213.078.11 - 97.67 0.38 98.05 - -9.11 - 118.95 0.25 119.19 - -9.11 - 155.39 0.16 155.55 - -

12.11 160.08 185.44 0.07 185.51 41.80 604.8510.11 106.72 195.75 0.09 195.84 41.80 403.239.31 86.71 205.89 0.09 205.98 51.80 287.449.31 86.71 217.76 0.07 217.83 51.80 287.44

11.11 146.74 237.90 0.06 237.97 31.80 644.5612.11 213.44 266.90 0.05 266.95 31.80 937.54



OCR Cc CrStt

(m)0.510.51

20.08 87.78 0.7000 0.0525 0.51 0.0119 0.513.71 87.78 0.7000 0.0525 0.51 0.0032 0.512.70 87.78 0.7000 0.0525 0.51 0.0001 0.512.54 87.78 0.7000 0.0525 0.51 0.0000 0.51

- - 0.00 - - - 0.00- - 0.0000 - - - 0.00- - 0.0000 - - - 0.50

3.26 54.44 0.40 0.0722 0.50 0.0000 0.502.06 54.44 0.40 0.0722 0.87 0.0000 0.871.40 65.56 0.5000 0.0375 0.87 0.0000 0.871.32 65.56 0.5000 0.0375 0.70 0.0000 0.702.71 43.33 0.30 0.0528 0.70 0.0000 0.703.51 43.33 0.3000 0.0528 0.70 0.0000 0.70


wL e0 e0


= 1 m

= 1 m

= 30.0 kN OK


Depth (m)Soil Type

Thick Em

From To (m)0.00 1.0 Stiff Silt 1 16 12256 0.31.00 3.0 Very Stiff Clay 1.95 17 13022 0.352.95 9.0 Stiff Silt 6 10 7660 0.38.95 9.7 Stiff Organic Clay 0.70 12 9192 0.39.65 10.0 Stiff Clay 0.35 12 9192 0.3



3.00

Bg

Lg

Pg

Pg kN/m2

N'-SPTavr(kN/m2)

Df/B =


Thus a = 4m' = 1n' = 8


0.87374

0.015386

0.519289

1.122371


from graph

0.67Se = 0.012865 m

12.86472 mm

24.1695 mm


A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =

Eavg DsPI

9.31 106.72 4.6510.19 113.39 19.25

0.3 7888

9.31 66.70 57.11 7.50 64.61 71.80 177.559.31 80.04 88.30 0.56 88.85 71.80 213.079.31 80.04 93.19 0.48 93.67 71.80 213.078.11 - 106.98 0.33 107.31 - -9.11 - 128.26 0.21 128.46 - -9.11 - 164.70 0.13 164.83 - -

12.11 160.08 194.75 0.08 194.83 41.80 604.8510.11 106.72 205.06 0.07 205.13 41.80 403.239.31 86.71 215.20 0.07 215.27 51.80 287.449.31 86.71 227.07 0.06 227.13 51.80 287.44

11.11 146.74 247.21 0.05 247.26 31.80 644.5612.11 213.44 276.21 0.04 276.25 31.80 937.54



OCR Cc CrStt

(m)0.510.51

3.11 87.78 0.70 0.0525 0.51 0.0112 0.512.41 87.78 0.7000 0.0525 0.51 0.0001 0.512.29 87.78 0.7000 0.0525 0.51 0.0000 0.51

- - 0.00 - - - 0.51- - 0.0000 - - - 0.00- - 0.0000 - - - 0.00

3.11 54.44 0.40 0.0722 0.50 0.0000 0.501.97 54.44 0.40 0.0722 0.50 0.0000 0.501.34 65.56 0.5000 0.0375 0.87 0.0000 0.871.27 65.56 0.5000 0.0375 0.87 0.0000 0.872.61 43.33 0.30 0.0528 0.70 0.0000 0.703.39 43.33 0.3000 0.0528 0.70 0.0000 0.70

Settlement 11.3048 mm 0.70

wL e0 e0


= 1 m

= 1 m

= 79.8 kN OK


Depth (m)Soil Type

Thick Em

From To (m)0.00 1.0 Silty Coral Gravel 1 9 6894 0.251.00 7.0 Silty Coral Gravel 6 9 6894 0.257.00 8.5 Silty Coral Gravel 1.5 38 29108 0.358.50 11.0 Silty Coral Gravel 2.50 13 9958 0.3

11.00 12.0 Medium Stiff Clay 0.95 4 3064 0.311.95 17.0 Soft Clay 5 2 1532 0.2516.95 22.0 Soft Clay 5 2 1532 0.321.95 24.0 Medium Stiff Clay 2.05 4 3064 0.324.00 25.0 Silty Sand 1 26 19916 0.325.00 30.5 Medium Dense Sand 5.45 27 20682 0.35


1.00

Bg

Lg

Pg

Pg kN/m2

N'-SPTavr(kN/m2)

Df/B =


Thus a = 4m' = 1n' = 8


0.87374

0.015386

0.519289

1.122371


from graph

0.65Se = 0.010545 m

10.54524 mm

10.5452 mm


A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =

Eavg DsPI

6 - 3.00

0.3 10992

6 - 24.00 4.99 28.99 - -9 - 48.75 1.33 50.08 - -7 - 64.25 0.84 65.09 - -

7.6 26.68 76.61 0.61 77.22 71.80 71.026 13.34 95.22 0.38 95.60 41.80 50.406 13.34 125.22 0.32 125.54 41.80 50.40

7.6 26.68 148.01 0.15 148.16 31.80 117.198 - 159.80 0.13 159.93 - -

8.5 - 186.96 0.10 187.06 - -



OCR Cc CrStt

(m)0.58

- - 0.00 - - - 0.58- - 0.00 - - - 0.00- - 0.0000 - - - 0.90

0.93 87.78 0.7000 0.0525 1.24 0.0010 1.240.53 54.44 0.40 0.0722 0.90 0.0018 0.900.40 54.44 0.4000 0.0722 0.45 0.0015 0.450.79 43.33 0.3000 0.0528 0.50 0.0002 0.50

- - 0.00 - - - 0.00- - 0.00 - - - 0.55


wL e0 e0


= 1 m

= 1 m

= 100.0 kN OK


Depth (m)Soil Type

Thick Em




2.00

Bg

Lg

Pg

Pg kN/m2

N'-SPTavr(kN/m2)

Df/B =


Thus a = 4m' = 1n' = 8


0.87374

0.015386

0.519289

1.122371


from graph

0.65Se = 0.013215 m

13.21459 mm

13.2146 mm


A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =

Eavg DsPI

6 - 3.00

0.3 10992

6 - 24.00 6.25 30.25 - -9 - 48.75 1.66 50.41 - -7 - 64.25 1.05 65.30 - -

7.6 26.68 76.61 0.76 77.37 6.80 197.406 13.34 95.22 0.48 95.70 41.80 50.406 13.34 125.22 0.40 125.62 41.80 50.40

7.6 26.68 148.01 0.19 148.20 31.80 117.198 - 159.80 0.17 159.97 - -

8.5 - 186.96 0.12 187.08 - -



OCR Cc CrStt

(m)0.58

- - 0.00 - - - 0.58- - 0.00 - - - 0.00- - 0.0000 - - - 0.90

2.58 15.56 0.0500 0.0043 1.24 0.0000 1.240.53 54.44 0.40 0.0722 0.90 0.0023 0.900.40 54.44 0.4000 0.0722 0.45 0.0019 0.450.79 43.33 0.3000 0.0528 0.50 0.0002 0.50

- - 0.00 - - - 0.00- - 0.00 - - - 0.55


wL e0 e0


= 1 m

= 1 m

= 97.2 kN OK


Depth (m)Soil Type

Thick Em




3.00

Bg

Lg

Pg

Pg kN/m2

N'-SPTavr(kN/m2)

Df/B =


Thus a = 4m' = 1n' = 8


0.757655

0.015386

0.482338

0.019589


from graph

0.65Se = 0.005246 m

5.245767 mm

5.2458 mm

A1 =

A2 =

F1 =

F2 =

Is =

If =

=

ST =

Eavg DsPI

6 - 3.00

0.3 10992

6 - 24.00 6.08 30.08 - -9 - 48.75 1.62 50.37 - -7 - 64.25 1.02 65.27 - -

7.6 26.68 76.61 0.74 77.35 71.80 71.026 13.34 95.22 0.47 95.69 41.80 50.406 13.34 125.22 0.39 125.61 41.80 50.40

7.6 26.68 148.01 0.18 148.19 31.80 117.198 - 159.80 0.16 159.96 - -

8.5 - 186.96 0.12 187.08 - -



OCR Cc CrStt

(m)0.58

- - 0.00 - - - 0.58- - 0.00 - - - 0.00- - 0.0000 - - - 0.90

0.93 87.78 0.7000 0.0525 1.24 0.0012 1.240.53 54.44 0.40 0.7000 0.90 0.0022 0.900.40 54.44 0.4000 0.7000 0.45 0.0018 0.450.79 43.33 0.3000 0.0528 0.50 0.0002 0.50

- - 0.00 - - - 0.00- - 0.00 - - - 0.55


wL e0 e0

Note :

PI = 0.9 (LL-8) Mekanika Tanah (Prinsip-prinsip Rek. Geoteknik)Braja M. DasHal 54

Cc = 0.009(LL-10)Mekanika Tanah (Prinsip-prinsip Rek. Geoteknik)Braja M. DasHal 195

Q all shall include : Qall = A+B+C+Dwhere : A = External load

B, C = Weight of soilD = Weight of foundation

B

A

CD

Documents

Bearing Capacity of Shallow Foundation Latest (Edit for Report-wisnu)