Soil Boring Co.London, Colson Rd 125/5United Kingdom
Project: Shopping center Black RoseGeotechnics and foundation - project reports
Designer: Ing. John Williams
[GEO5 - Settlement | version 5.2016.0.24 | hardware key 4001 / 1 | Fine spol. s r.o. | Copyright © 2015 Fine spol. s r.o. All Rights Reserved | www.finesoftware.eu]
Analysis of consolidationInput dataProjectDate : 28.10.2015SettingsStandard - limit statesSettlementAnalysis method :Restriction of influence zone :Coeff. of restriction of influence zone :
Analysis using oedometric modulusby percentage of Sigma,Or10,0 [%]
Interface
No. Interface locationCoordinates of interface points [m]
x z x z x z1
2
-15,00
-15,00
0,00
-4,50
15,00
15,00
0,00
-4,50
Incompressible subsoil
No. Location of incompress.subsoilCoordinates of points of incompress.subsoil [m]
x z x z x z
1
-15,00 -10,00 15,00 -10,00
Soil parametersClayey soilUnit weight :Oedometric modulus :Saturated unit weight :Soil :Coefficient of permeability :
gEoedgsatconsolidating, input kk
===
=
18,501,00
19,00
1,000E-05
kN/m3
MPakN/m3
m/day EmbankmentUnit weight :Oedometric modulus :Saturated unit weight :Soil :Coefficient of permeability :
gEoedgsatconsolidating, input kk
===
=
20,0030,0020,00
1,000E-02
kN/m3
MPakN/m3
m/day Sandy siltUnit weight :Oedometric modulus :Saturated unit weight :Soil :
gEoedgsatconsolidating, input k
===
19,5030,0020,00
kN/m3
MPakN/m3
Soil Boring Co.London, Colson Rd 125/5United Kingdom
Project: Shopping center Black RoseGeotechnics and foundation - project reports
Designer: Ing. John Williams
[GEO5 - Settlement | version 5.2016.0.24 | hardware key 4001 / 1 | Fine spol. s r.o. | Copyright © 2015 Fine spol. s r.o. All Rights Reserved | www.finesoftware.eu]
Coefficient of permeability : k = 1,000E-02 m/day Assigning and surfaces
No. Surface positionCoordinates of surface points [m]x z x z
Assignedsoil
1
2
15,00-15,00
-15,0015,00
-4,500,00
-4,50-10,00
15,00-15,00
-15,0015,00
0,00-4,50
-10,00-4,50
Clayey soil
Sandy silt
WaterWater type : GWT
No. GWT locationCoordinates of GWT points [m]
x z x z x z
1
-15,00 0,00 15,00 0,00
Holes layoutLayout and refinement of holes : standardHorizontal layoutLayout pattern :Add holes :Number of sections :
exactby number of sections20
Vertical refinementNo.12345
From depth [m]0,002,005,00
10,0030,00
Refinement [m]0,100,300,502,00
10,00Consolidation parametersTop interface of consolidated soil :Bottom interface of consolidated soil :Water outflow :
Interface No. 1Interface No. 2Both downwards and upwards
Time of stage duration and load actionStage
234
Time of stage duration [day]30,0
365,03650,0
Load actionload linearly increases during stage durationload linearly increases during stage durationload linearly increases during stage duration
Results (Stage of construction 1)ResultsAnalysis of geostatic stress was successfully completed
Soil Boring Co.London, Colson Rd 125/5United Kingdom
Project: Shopping center Black RoseGeotechnics and foundation - project reports
Designer: Ing. John Williams
[GEO5 - Settlement | version 5.2016.0.24 | hardware key 4001 / 1 | Fine spol. s r.o. | Copyright © 2015 Fine spol. s r.o. All Rights Reserved | www.finesoftware.eu]
Name : Analysis - Primary geostatic stressDescription : Stage of construction 1 - Pore pressure u /kPa/
Stage : 1
Results : overall; variable : Pore pressure; range : <0,000; 100,000> kPa
0,000 0,000
45,000 45,000
100,000
0,000 0,000
45,000 45,000
100,000
0,000 0,000
45,000 45,000
100,000
0,000 0,000
45,000 45,000
100,000
0,000 0,000
45,000 45,000
100,000
0,000 0,000
45,000 45,000
100,000
0,000 0,000
45,000 45,000
100,000
0,000 0,000
45,000 45,000
100,000
0,000 0,000
45,000 45,000
100,000
0,000 0,000
45,000 45,000
100,000
0,000 0,000
45,000 45,000
100,000
Input data (Stage of construction 2)Embankment interface
No. Interface locationCoordinates of interface points [m]
x z x z x z1 -10,00
10,000,000,00
-4,29 4,00 4,29 4,00
Name : 12. ConsolidationDescription : Scheme of the embankment with interface and layers of soils
Stage : 2
Soil Boring Co.London, Colson Rd 125/5United Kingdom
Project: Shopping center Black RoseGeotechnics and foundation - project reports
Designer: Ing. John Williams
[GEO5 - Settlement | version 5.2016.0.24 | hardware key 4001 / 1 | Fine spol. s r.o. | Copyright © 2015 Fine spol. s r.o. All Rights Reserved | www.finesoftware.eu]
Assigning and surfaces
No. Surface positionCoordinates of surface points [m]x z x z
Assignedsoil
1
2
3
10,00-4,29
15,0010,00
-15,00
-15,0015,00
0,004,00
-4,500,000,00
-4,50-10,00
4,29-10,00
15,00-10,00-15,00
-15,0015,00
4,000,00
0,000,00
-4,50
-10,00-4,50
Embankment
Clayey soil
Sandy silt
WaterWater type : GWT
No. GWT locationCoordinates of GWT points [m]
x z x z x z
1
-15,00 0,00 15,00 0,00
Results (Stage of construction 2)ResultsAnalysis performed, method Analysis using oedometric modulusMaximum settlement = 33,1 mmMaximum depth of influence zone = 9,66 m Degree of consolidationSection
123456789
Coordinate X [m]-15,00-13,75-12,50-11,25-10,00-8,57-7,14-5,72-4,29
Degree of consolidation [-]0,0630,0630,0630,0630,0630,0630,0630,0630,063
Soil Boring Co.London, Colson Rd 125/5United Kingdom
Project: Shopping center Black RoseGeotechnics and foundation - project reports
Designer: Ing. John Williams
[GEO5 - Settlement | version 5.2016.0.24 | hardware key 4001 / 1 | Fine spol. s r.o. | Copyright © 2015 Fine spol. s r.o. All Rights Reserved | www.finesoftware.eu]
1011121314151617181920212223
-2,86-1,430,001,432,864,295,727,148,57
10,0011,2512,5013,7515,00
0,0630,0630,0630,0630,0630,0630,0630,0630,0630,0630,0630,0630,0630,063
Graph of consolidation
Graph of consolidation in the location of maximum settlement (X = 0,00 m)Consolidation time [day]
0 1 10 100 1000 10000 100000 ∞
Cons
olid
atio
n [%
]
0,0
25,0
50,0
75,0
100,0
2 3 4 5
Name : Analysis - ConsolidationDescription : Stage of construction 2 - Overall settlement under embankment /mm/
Stage : 2
Results : overall; variable : Settlement; range : <0,0; 33,1> mm
0,2
1,2
2,2
3,6
5,9
11,3
17,7
24,1
29,4
31,8
32,8
33,1
32,8
31,8
29,4
24,1
17,7
11,3
5,9
3,6
2,2
1,2
0,2
0,03,06,09,0
12,015,018,021,024,027,030,033,1
Soil Boring Co.London, Colson Rd 125/5United Kingdom
Project: Shopping center Black RoseGeotechnics and foundation - project reports
Designer: Ing. John Williams
[GEO5 - Settlement | version 5.2016.0.24 | hardware key 4001 / 1 | Fine spol. s r.o. | Copyright © 2015 Fine spol. s r.o. All Rights Reserved | www.finesoftware.eu]
Input data (Stage of construction 3)Assigning and surfaces
No. Surface positionCoordinates of surface points [m]x z x z
Assignedsoil
1
2
3
10,00-4,29
15,0010,00
-15,00
-15,0015,00
0,004,00
-4,500,000,00
-4,50-10,00
4,29-10,00
15,00-10,00-15,00
-15,0015,00
4,000,00
0,000,00
-4,50
-10,00-4,50
Embankment
Clayey soil
Sandy silt
WaterWater type : GWT
No. GWT locationCoordinates of GWT points [m]
x z x z x z
1
-15,00 0,00 15,00 0,00
Results (Stage of construction 3)ResultsAnalysis performed, method Analysis using oedometric modulusMaximum settlement = 119,8 mmMaximum depth of influence zone = 9,66 m Degree of consolidationSection
1234567
Coordinate X [m]-15,00-13,75-12,50-11,25-10,00-8,57-7,14
Degree of consolidation [-]0,3090,3090,3090,3090,3090,3090,309
Soil Boring Co.London, Colson Rd 125/5United Kingdom
Project: Shopping center Black RoseGeotechnics and foundation - project reports
Designer: Ing. John Williams
[GEO5 - Settlement | version 5.2016.0.24 | hardware key 4001 / 1 | Fine spol. s r.o. | Copyright © 2015 Fine spol. s r.o. All Rights Reserved | www.finesoftware.eu]
891011121314151617181920212223
-5,72-4,29-2,86-1,430,001,432,864,295,727,148,57
10,0011,2512,5013,7515,00
0,3090,3090,3090,3090,3090,3090,3090,3090,3090,3090,3090,3090,3090,3090,3090,309
Graph of consolidation
Graph of consolidation in the location of maximum settlement (X = 0,00 m)Consolidation time [day]
0 1 10 100 1000 10000 100000 ∞
Cons
olid
atio
n [%
]
0,0
25,0
50,0
75,0
100,0
2 3 4 5
Name : Analysis - ConsolidationDescription : Stage of construction 3 - Overall settlement under embankment /mm/
Stage : 3
Results : overall; variable : Settlement; range : <0,0; 119,8> mm
0,2
1,2
3,6
7,6
15,6
36,5
61,9
87,3
108,
1
116,
3
119,
0
119,
8
119,
0
116,
3
108,
1
87,3
61,9
36,5
15,6
7,6
3,6
1,2
0,2
0,010,020,030,040,050,060,070,080,090,0
100,0110,0119,8
Soil Boring Co.London, Colson Rd 125/5United Kingdom
Project: Shopping center Black RoseGeotechnics and foundation - project reports
Designer: Ing. John Williams
[GEO5 - Settlement | version 5.2016.0.24 | hardware key 4001 / 1 | Fine spol. s r.o. | Copyright © 2015 Fine spol. s r.o. All Rights Reserved | www.finesoftware.eu]
Input data (Stage of construction 4)Assigning and surfaces
No. Surface positionCoordinates of surface points [m]x z x z
Assignedsoil
1
2
3
10,00-4,29
15,0010,00
-15,00
-15,0015,00
0,004,00
-4,500,000,00
-4,50-10,00
4,29-10,00
15,00-10,00-15,00
-15,0015,00
4,000,00
0,000,00
-4,50
-10,00-4,50
Embankment
Clayey soil
Sandy silt
WaterWater type : GWT
No. GWT locationCoordinates of GWT points [m]
x z x z x z
1
-15,00 0,00 15,00 0,00
Results (Stage of construction 4)ResultsAnalysis performed, method Analysis using oedometric modulusMaximum settlement = 323,0 mmMaximum depth of influence zone = 9,66 m Degree of consolidationSection
1234567
Coordinate X [m]-15,00-13,75-12,50-11,25-10,00-8,57-7,14
Degree of consolidation [-]0,8860,8860,8860,8860,8860,8860,886
Soil Boring Co.London, Colson Rd 125/5United Kingdom
Project: Shopping center Black RoseGeotechnics and foundation - project reports
Designer: Ing. John Williams
[GEO5 - Settlement | version 5.2016.0.24 | hardware key 4001 / 1 | Fine spol. s r.o. | Copyright © 2015 Fine spol. s r.o. All Rights Reserved | www.finesoftware.eu]
891011121314151617181920212223
-5,72-4,29-2,86-1,430,001,432,864,295,727,148,57
10,0011,2512,5013,7515,00
0,8860,8860,8860,8860,8860,8860,8860,8860,8860,8860,8860,8860,8860,8860,8860,886
Graph of consolidation
Graph of consolidation in the location of maximum settlement (X = 0,00 m)Consolidation time [day]
0 1 10 100 1000 10000 100000 ∞
Cons
olid
atio
n [%
]
0,0
25,0
50,0
75,0
100,0
2 3 4 5
Name : Analysis - ConsolidationDescription : Stage of construction 4 - Overall settlement under embankment /mm/
Stage : 4
Results : overall; variable : Settlement; range : <0,0; 323,0> mm
0,2
1,2
7,1
17,1
38,1
95,5
165,
5
235,
4
292,
6
314,
3
321,
3
323,
0
321,
3
314,
3
292,
6
235,
4
165,
5
95,5
38,1
17,1
7,1
1,2
0,2
0,025,050,075,0
100,0125,0150,0175,0200,0225,0250,0275,0300,0323,0
Soil Boring Co.London, Colson Rd 125/5United Kingdom
Project: Shopping center Black RoseGeotechnics and foundation - project reports
Designer: Ing. John Williams
[GEO5 - Settlement | version 5.2016.0.24 | hardware key 4001 / 1 | Fine spol. s r.o. | Copyright © 2015 Fine spol. s r.o. All Rights Reserved | www.finesoftware.eu]
Input data (Stage of construction 5)Assigning and surfaces
No. Surface positionCoordinates of surface points [m]x z x z
Assignedsoil
1
2
3
10,00-4,29
15,0010,00
-15,00
-15,0015,00
0,004,00
-4,500,000,00
-4,50-10,00
4,29-10,00
15,00-10,00-15,00
-15,0015,00
4,000,00
0,000,00
-4,50
-10,00-4,50
Embankment
Clayey soil
Sandy silt
WaterWater type : GWT
No. GWT locationCoordinates of GWT points [m]
x z x z x z
1
-15,00 0,00 15,00 0,00
Results (Stage of construction 5)ResultsAnalysis performed, method Analysis using oedometric modulusMaximum settlement = 364,0 mmMaximum depth of influence zone = 9,66 m Degree of consolidationSection
1234567
Coordinate X [m]-15,00-13,75-12,50-11,25-10,00-8,57-7,14
Degree of consolidation [-]1,0001,0001,0001,0001,0001,0001,000
Soil Boring Co.London, Colson Rd 125/5United Kingdom
Project: Shopping center Black RoseGeotechnics and foundation - project reports
Designer: Ing. John Williams
[GEO5 - Settlement | version 5.2016.0.24 | hardware key 4001 / 1 | Fine spol. s r.o. | Copyright © 2015 Fine spol. s r.o. All Rights Reserved | www.finesoftware.eu]
891011121314151617181920212223
-5,72-4,29-2,86-1,430,001,432,864,295,727,148,57
10,0011,2512,5013,7515,00
1,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,000
Graph of consolidation
Graph of consolidation in the location of maximum settlement (X = 0,00 m)Consolidation time [day]
0 1 10 100 1000 10000 100000 ∞
Cons
olid
atio
n [%
]
0,0
25,0
50,0
75,0
100,0
2 3 4 5
Name : Analysis - ConsolidationDescription : Stage of construction 5 - Overall settlement under embankment /mm/
Stage : 5
Results : overall; variable : Settlement; range : <0,0; 364,0> mm
0,2
1,4
8,0
19,3
42,9
107,
6
186,
5
265,
3
329,
7
354,
2
362,
0
364,
0
362,
0
354,
2
329,
7
265,
3
186,
5
107,
6
42,9
19,3
8,0
1,4
0,2
0,030,060,090,0
120,0150,0180,0210,0240,0270,0300,0330,0360,0364,0