-
BERAT JENISBerat piknometer gram
Berat piknometer+tanah kering gram
Berat piknometer+tanah kering+air gram
Berat piknometer+air gram
KADAR AIRCawan ksong gramCawan + tanah basah gramCawan + tanah
kering gram
ATTERBERG LIMIT
Jumlah ketukan N Sample 1 Sample 2Cawan kosong (gr)Cawan + tanah
basah (gr)Cawan+tanah kering (gr)
BATAS CAIR BATAS PLASTISGRADASI
AYAKAN HIDROMETER
Berat Tertahant
Waktu Awal
(gram)4 28 5
30 30100 60200 250
R1 R2
d1 =d2 =d3 =d4 =d5 =
d =
-
UJI GESER LANGSUNGBerat Cincin + Tanah gram gram gram gramBerat
Cincin gram gram gram gram
Penurunan Beban Penurunan Beban Penurunan Beban Beban
-
Parameter Satuan Nilai
41.34c 0.05w % 50.10
Gs 2.571.55
LL % 27.69
PL % 26.01
PI % 1.68
gravel % 0.00
pasir % 57.10
lanau dan lempung % 42.90Klasifikasi (USCS) SC
4.520.5
0.219512
.
Kg/cm2
b gr/cm3
-
12
SUMMARY OF LABORATORY TEST RESULT Test Code : BH-1 Date Of Test
: 12/30/1899Project : 0 Weather : 0
Contractor : 0 Tested By : 0Location : 0 Analized By : 0
Checked By : 0
Test CodeSpecific Water Bulk Atterberg Limits
Depth Gravity Content Density LL PL PI # 200
m w, % % % % %
BH-1 1,00-1,50 #DIV/0! #DIV/0! Err:509 Err:502 #DIV/0! Err:502
100.00
Kepala Lab. Teknik Sipil FST-UNSOED
Wahyu Widiyanto, ST., MT.NIP. 132 319 152
Gs (g/cm3)
Lab. Komputasi, Mekanika Tanah, Teknik Keairan &
LingkunganKepala,
Dr.Eng.Purwanto Bekti Santoso,ST.,MTNIP. 197209142000121001
Purbalingga, 9 September 2014Ahli Mekanika TanahFST-UNSOED
Arwan Apriyono, ST, M.Eng NIP. 19820426 200501 1 003
SOIL MECHANICS LABORATORYCIVIL ENGINEERING DEPARTMENT - SCIENCE
AND ENGINEERING FACULTYJENDERAL SOEDIRMAN UNIVERSITYMayor Jenderal
Sungkono Street, KM 5 Blater, Purbalingga 53371Phone : (0281)
6596700 E-mail: [email protected]
-
12
SOIL MECHANICS LABORATORY - CIVIL ENGINEERING DEPARTMENT -
JENDERAL SOEDIRMAN UNIVERSITY
-
12
SUMMARY OF LABORATORY TEST RESULT 12/30/1899
Strength Parameter
Symbol C
SC 41.34 0.053
( o ) Kg/cm2
Purbalingga, 9 September 2014Ahli Mekanika TanahFST-UNSOED
Arwan Apriyono, ST, M.Eng NIP. 19820426 200501 1 003
SOIL MECHANICS LABORATORYCIVIL ENGINEERING DEPARTMENT - SCIENCE
AND ENGINEERING FACULTYJENDERAL SOEDIRMAN UNIVERSITYMayor Jenderal
Sungkono Street, KM 5 Blater, Purbalingga 53371Phone : (0281)
6596700 E-mail: [email protected]
-
12
SOIL MECHANICS LABORATORY - CIVIL ENGINEERING DEPARTMENT -
JENDERAL SOEDIRMAN UNIVERSITY
-
12
WATER CONTENTTest Code : BH-1 Date Of Test:Project : 0 Weather
:
Contractor : 0 Tested By :Location : 0 Analized By :
Checked By :
1 Can no.
2 Mass of can
3 Mass of wet soil + can
4 Mass of dry soil + can
5 Mass of moisture (M2-M3) gram
6 Mass of dry soil (M3-M1) gram
7 [(M2-M3)/(M3-M1)]x 100%
8
M1 gram
M2 gram
M3 gram
Water content, w
Average water content, w
SOIL MECHANICS LABORATORYCIVIL ENGINEERING DEPARTMENT - SCIENCE
AND ENGINEERING FACULTYJENDERAL SOEDIRMAN UNIVERSITYMayor Jenderal
Sungkono Street, KM 5 Blater, Purbalingga 53371Phone : (0281)
6596700 E-mail: [email protected]
-
12
SOIL MECHANICS LABORATORY - CIVIL ENGINEERING DEPARTMENT -
JENDERAL SOEDIRMAN UNIVERSITY
-
12
WATER CONTENT12/30/1899
0
000
1 2
0.00 0.00
0.00 0.00
19.00 0.00
-19.00 0.00
19.00 0.00
-100.00 #DIV/0!
#DIV/0!
SOIL MECHANICS LABORATORYCIVIL ENGINEERING DEPARTMENT - SCIENCE
AND ENGINEERING FACULTYJENDERAL SOEDIRMAN UNIVERSITYMayor Jenderal
Sungkono Street, KM 5 Blater, Purbalingga 53371Phone : (0281)
6596700 E-mail: [email protected]
-
12
SOIL MECHANICS LABORATORY - CIVIL ENGINEERING DEPARTMENT -
JENDERAL SOEDIRMAN UNIVERSITY
-
13
SPECIFIC GRAVITYTest Code : BH-1 Date Of Test:Project : 0
Weather :
Contractor : 0 Tested By :Location : 0 Analized By :
Checked By :
1 Piknometer no.
2 Mass of piknometer
3 Mass of dry soil + piknometer
4 Mass of dry soil + water + piknometer
5 Mass of water + piknometer
6
7
8
9 C = A - B
10
11
12
13
M1 gram
M2 gram
M3 gram
M4 gram
Temperature toC
A = M2 - M1B = M3 - M4
Specific Gravity, G1 = A/C
Average specific gravity, G1
Gwater at toC
G for 27,5 oC = G = (Gwater at toC)/(Gwater at 27.5oC)
SOIL MECHANICS LABORATORYCIVIL ENGINEERING DEPARTMENT - SCIENCE
AND ENGINEERING FACULTYJENDERAL SOEDIRMAN UNIVERSITYMayor Jenderal
Sungkono Street, KM 5 Blater, Purbalingga 53371Phone : (0281)
6596700 E-mail: [email protected]
-
13
SOIL MECHANICS LABORATORY - CIVIL ENGINEERING DEPARTMENT -
JENDERAL SOEDIRMAN UNIVERSITY
-
13
SPECIFIC GRAVITY12/30/1899
0
000
1 2
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
28.00
0.00 0.00
0.00 0.00
0.00 0.00
#DIV/0! #DIV/0!
#DIV/0!
0.9962
#DIV/0!
SOIL MECHANICS LABORATORYCIVIL ENGINEERING DEPARTMENT - SCIENCE
AND ENGINEERING FACULTYJENDERAL SOEDIRMAN UNIVERSITYMayor Jenderal
Sungkono Street, KM 5 Blater, Purbalingga 53371Phone : (0281)
6596700 E-mail: [email protected]
-
13
SOIL MECHANICS LABORATORY - CIVIL ENGINEERING DEPARTMENT -
JENDERAL SOEDIRMAN UNIVERSITY
-
17
ATTERBERG LIMITSTest Code : BH-1
Project : 0
Contractor : 0
Location : 0
#DIV/0!
Liquid Limit Determination
Can no. 1 2 3
0 0 0
Mass of can (gr) 0.00 0.00 0.00 0.00 0.00 0.00
Mass of wet soil + can (gr) 0.00 0.00 0.00 0.00 0.00 0.00
Mass of dry soil + can (gr) 0.00 0.00 0.00 0.00 0.00 0.00
Mass of dry soil (gr) 0.00 0.00 0.00 0.00 0.00 0.00
Mass of moisture (gr) 0.00 0.00 0.00 0.00 0.00 0.00(%) #DIV/0!
#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
(Basic dry)
(%) #DIV/0! #DIV/0! #DIV/0!
Mass of dry soilMass of soil cake dishMass of soil cake dish +
HgMass of Hg
Volume of dry soil
Shrinkage limit
Soil sample (disturbed/ undisturbed)
Specific Gravity, Gs :
No. of blows, N
Water content, w
Average,Water Content, w
W6 =W5 - W4 (gr)
Vo = W6/13,6 (cm3)
SL = (V0/W0 - 1/G) x 100%
10 10020
25
30
35
40
No. of blows, N
Water content, %
SOIL MECHANICS LABORATORYCIVIL ENGINEERING DEPARTMENT - SCIENCE
AND ENGINEERING FACULTYJENDERAL SOEDIRMAN UNIVERSITYMayor Jenderal
Sungkono Street, KM 5 Blater, Purbalingga 53371Phone : (0281)
6596700 E-mail: [email protected]
-
17
Liquid Limit, Err:502Plastic Limit, #DIV/0!Plasticity Index,
Err:502
SOIL MECHANICS LABORATORY - CIVIL ENGINEERING DEPARTMENT -
JENDERAL SOEDIRMAN UNIVERSITY
LL =PL =PI =
10 10020
25
30
35
40
No. of blows, N
Water content, %
-
17
ATTERBERG LIMITSDate Of Test : 12/30/1899
Weather : 0
Tested By : 0
Analized By : 0
Checked By : 0
Plastic Limit Determination
4 1 2
0
0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00#DIV/0! #DIV/0! #DIV/0! #DIV/0!
#DIV/0! #DIV/0!
SL = (V0/W0 - 1/G) x 100%
10 10020
25
30
35
40
No. of blows, N
Water content, %
SOIL MECHANICS LABORATORYCIVIL ENGINEERING DEPARTMENT - SCIENCE
AND ENGINEERING FACULTYJENDERAL SOEDIRMAN UNIVERSITYMayor Jenderal
Sungkono Street, KM 5 Blater, Purbalingga 53371Phone : (0281)
6596700 E-mail: [email protected]
-
17
%%%
SOIL MECHANICS LABORATORY - CIVIL ENGINEERING DEPARTMENT -
JENDERAL SOEDIRMAN UNIVERSITY
10 10020
25
30
35
40
No. of blows, N
Water content, %
-
14
GRAIN SIZE ANALYSISTest Code : BH-1 Date Of Test:
12/30/1899Project : 0 Weather : 0
Contractor : 0 Tested By : 0Location : 0 Analized By : 0
Checked By : 0
Mass of soil, W = 100.00 gr Hydrometer no. =Specific Gravity,G=
#DIV/0! Hydr. correction, a =
#DIV/0! Meniscus correction, m =Dispersing agent Sodium Hexa
Amount
Sieve Opening Mass Mass % finerNo. retained passing by mass
(mm) (gr) (gr) e/W x 100%
4 4.750 0.00 100.00 100.00
8 2.360 0.00 100.00 100.00
30 0.600 0.00 100.00 100.00
100 0.150 0.00 100.00 100.00
200 0.074 0.00 100.00 100.00
0.00
Time Elapsed t R'= L K
time min.
Err:509 2 0 0 0 1.0 16.131 #DIV/0!
5 0 0 0 1.0 16.131
30 0 0 0 1.0 16.131
60
250
1440
NOTE : : Hydrometer scale on suspension water: Hydrometer scale
on destilation water: Thermometer scale
R' : Correction of hydrometer scaleL : Effective depth K :
Constant P : Percentage in weight
K2 = a/W x 100 =
d1 = e1=
d2 = e2=
d3 = e3=
d4 = e4=
d5 = e5=
d =
R1 R2oC R1+m
R1R2t
SOIL MECHANICS LABORATORYCIVIL ENGINEERING DEPARTMENT - SCIENCE
AND ENGINEERING FACULTYJENDERAL SOEDIRMAN UNIVERSITYMayor Jenderal
Sungkono Street, KM 5 Blater, Purbalingga 53371Phone : (0281)
6596700 E-mail: [email protected]
-
14
SOIL MECHANICS LABORATORY - CIVIL ENGINEERING DEPARTMENT -
JENDERAL SOEDIRMAN UNIVERSITY
-
14
GRAIN SIZE ANALYSIS12/30/1899
152 H#DIV/0!
1.0
D= R= P=
K*L/T
#DIV/0! 0 #DIV/0!
0
0
e1=W-d1
e2=e1-d2
e3=e2-d3
e4=e3-d4
e5=e4-d5
R1-R2 K2*R%
SOIL MECHANICS LABORATORYCIVIL ENGINEERING DEPARTMENT - SCIENCE
AND ENGINEERING FACULTYJENDERAL SOEDIRMAN UNIVERSITYMayor Jenderal
Sungkono Street, KM 5 Blater, Purbalingga 53371Phone : (0281)
6596700 E-mail: [email protected]
-
14
SOIL MECHANICS LABORATORY - CIVIL ENGINEERING DEPARTMENT -
JENDERAL SOEDIRMAN UNIVERSITY
-
15
GRAIN SIZE ANALYSISTest Code : BH-1 Date Of Test :
12/30/1899Project : 0 Weather : 0
Contractor : 0 Tested By : 0Location : 0 Analized By : 0
Checked By : 0
Specific Gravity = #DIV/0!
Description of soil
Finer # 200 = 100.00
Gravel = 0.00Sand = 0.00Silt/Clay = 100.00
D10 D30 D60 Cu = D60/D10
0.0010.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Diameter, mm
Percent Finer, %
GravelSand
Coarse to medium FineFines
U.S. standard sieve sizes
3/4
in.
No.
4
No.
8
No.
30
No.
100
No.
200
SOIL MECHANICS LABORATORYCIVIL ENGINEERING DEPARTMENT - SCIENCE
AND ENGINEERING FACULTYJENDERAL SOEDIRMAN UNIVERSITYMayor Jenderal
Sungkono Street, KM 5 Blater, Purbalingga 53371Phone : (0281)
6596700 E-mail: [email protected]
-
15
SOIL MECHANICS LABORATORY - CIVIL ENGINEERING DEPARTMENT -
JENDERAL SOEDIRMAN UNIVERSITY
-
15
GRAIN SIZE ANALYSIS
%
%%%
Cc =(D30)2/(D10 x D60)
0.0010.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Diameter, mm
Percent Finer, %
Fines
= Mechanical analysis= Hydrometer analysis
SOIL MECHANICS LABORATORYCIVIL ENGINEERING DEPARTMENT - SCIENCE
AND ENGINEERING FACULTYJENDERAL SOEDIRMAN UNIVERSITYMayor Jenderal
Sungkono Street, KM 5 Blater, Purbalingga 53371Phone : (0281)
6596700 E-mail: [email protected]
-
15
SOIL MECHANICS LABORATORY - CIVIL ENGINEERING DEPARTMENT -
JENDERAL SOEDIRMAN UNIVERSITY
-
16
DIRECTIAL SHEAR TESTTest Code : BH-1 Date Of Test :Project : 0
Weather :Contractor : 0 Tested By :Location : 0 Analized By :
Checked By :
Dimensions of sample :Diameter = 6.43 cmArea = 32.47Ht. = 1.99
cmVolume = 64.62
Specimen no. 1Mass of soil + ring g 0.00Mass of ring g 0.00Mass
of soil g 0.00
water content #DIV/0!
Bulk density 0.00
Dry density #DIV/0!
Normal stress 0.10
Shear stress 0.00
cm2
cm3
wN (%) (g/cm3) (g/cm3) (kg/cm2)
(kg/cm2)
0 2 40
0.1
0.2
0.3
Horizontal Displacement, dh mm
Shear stress, t kg/cm2
0 0.1 0.2 0.3 0.40.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1.0
f(x) = Normal Stress, sn kg/cm2
Shear stress, t kg/cm2
0.0 2.0 4.0 6.0
-0.60
-0.40
-0.20
0.00
Horizontal displacement, dh mm
Vertical displacement,dv mm
2
4
3
21
SOIL MECHANICS LABORATORYCIVIL ENGINEERING DEPARTMENT - SCIENCE
AND ENGINEERING FACULTYJENDERAL SOEDIRMAN UNIVERSITYMayor Jenderal
Sungkono Street, KM 5 Blater, Purbalingga 53371Phone : (0281)
6596700 E-mail: [email protected]
-
16
41.34C o h e s i o n c = 0.053
SOIL MECHANICS LABORATORY - CIVIL ENGINEERING DEPARTMENT -
JENDERAL SOEDIRMAN UNIVERSITY
Angle of Internal Friction = okg/cm2
0 0.1 0.2 0.3 0.40.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1.0
f(x) = Normal Stress, sn kg/cm2
Shear stress, t kg/cm2
-
16
DIRECTIAL SHEAR TEST12/30/18990000
2 3 40.00 0.00 Err:5090.00 0.00 Err:5090.00 0.00 Err:509
#DIV/0!
0.00 0.00 Err:509
#DIV/0! #DIV/0! #DIV/0!
0.20 0.30 0.40
0.00 0.00 0.00
0 0.1 0.2 0.3 0.40.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1.0
f(x) = Normal Stress, sn kg/cm2
Shear stress, t kg/cm2
0.0 2.0 4.0 6.0
-0.60
-0.40
-0.20
0.00
Horizontal displacement, dh mm
Vertical displacement,dv mm
3
1
4
SOIL MECHANICS LABORATORYCIVIL ENGINEERING DEPARTMENT - SCIENCE
AND ENGINEERING FACULTYJENDERAL SOEDIRMAN UNIVERSITYMayor Jenderal
Sungkono Street, KM 5 Blater, Purbalingga 53371Phone : (0281)
6596700 E-mail: [email protected]
-
16
SOIL MECHANICS LABORATORY - CIVIL ENGINEERING DEPARTMENT -
JENDERAL SOEDIRMAN UNIVERSITY
0 0.1 0.2 0.3 0.40.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1.0
f(x) = Normal Stress, sn kg/cm2
Shear stress, t kg/cm2
-
DST (input data)
Page 33
Kalibrasi alat 0.571437
0.1 A 32.47
0.1 kg/cm2 0.2 kg/cm2Vert. Vert. Horiz. Horiz. Load Horiz. Shear
Vert.Dial displace. dial displace. ring Shear stress Dial
Reading reading dial force, Readingmm mm reading kg
0 0.00 0 0.00 0 0 0 0
0 0.00 50 0.50 0 0 0 0
0 0.00 100 1.00 0 0 0 0
0 0.00 150 1.50 0 0 0 0
0 0.00 200 2.00 0 0 0 0
0 0.00 250 2.50 0 0 0 0
0 0.00 300 3.00 0 0 0 0
0 0.00 350 3.50 0 0 0 0
0
0
V Hkg/cm2
-
DST (input data)
Page 34
Normal Shear NormalStress Force Stress
0.1 0.000 0.1 0.0000.2 0.000 0.2 0.0000.3 0.000 0.3 0.0000.4
0.000 0.4 0.000
-
DST (input data)
Page 35
0.2 kg/cm2 0.3 kg/cm2Vert. Horiz. Horiz. Load Horiz. Shear Vert.
Vert. Horiz. Horiz.
displace. dial displace. ring Shear stress Dial displace. dial
displace.reading dial force, Reading reading
mm mm reading kg mm mm
0.00 0 0.00 0 0 0 0 0.00 0 0.00
0.00 50 0.50 0 0 0 0 0.00 50 0.50
0.00 100 1.00 0 0 0 0 0.00 100 1.00
0.00 150 1.50 0 0 0 0 0.00 150 1.50
0.00 200 2.00 0 0 0 0 0.00 200 2.00
0.00 250 2.50 0 0 0 0 0.00 250 2.50
0.00 300 3.00 0 0 0 0 0.00 300 3.00
0.00 350 3.50 0 0 0 0 0.00 350 3.50
0.00 400 4.00 0 0 0 0 0.00 400 4.00
0.00 450 4.50 0 0 0
V H V Hkg/cm2
-
DST (input data)
Page 36
-
DST (input data)
Page 37
0.4 kg/cm2Load Horiz. Shear Vert. Vert. Horiz. Horiz. Load
Horiz. Shearring Shear stress Dial displace. dial displace. ring
Shear stressdial force, Reading reading dial force,
reading kg mm mm reading kg
0 0 0 Err:509 Err:509 0 0.00 0 0 0
0 0 0 Err:509 50 0.50 0 0 0
0 0 0 Err:509 Err:509 100 1.00 0 0 0
0 0 0 Err:509 Err:509 150 1.50 0 0 0
0 0 0 Err:509 Err:509 200 2.00 0 0 0
0 0 0 Err:509 Err:509 250 2.50 0 0 0
0 0 0 Err:509 Err:509 300 3.00 0 0 0
0 0 0 Err:509 Err:509 350 3.50 0 0 0
0 0 0 Err:509 Err:509 400 4.00 0 0 0
Err:509 Err:509 450 4.50 0 0 0
V Hkg/cm2 kg/cm2
DON'
T
DI
STURBEDDANGEROUS
AREA
DON'
T
DI
STURBEDDANGEROUS
AREA
DON'
T
DI
STURBEDDANGEROUS
AREA
-
DST (input data)
Page 38
DON'
T
DI
STURBEDDANGEROUS
AREA
DON'
T
DI
STURBEDDANGEROUS
AREA
DON'
T
DI
STURBEDDANGEROUS
AREA
INPUT DATASheet1SUMMARYWCSGALGSA (data)GSA (graphic)DST
(print)DST (input data)
