MSheet 7.13.4.4 Soil Layer Properties in Profile: HK2 Layer Level Unit weight Cohesion Friction angle Delta Layer Level Earth pressure coefficients Additional pore pressure 3.4.5 Modul
Trang 1Report for MSheet 7.1
Design of Sheet PilingsDeveloped by GeoDelft
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1 Summary
1.1 Maxima per Stage
Stage Stage Displace- Moment Shear force Mob perc Mob perc Vertical
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2 Input Data for all Stages
2.1 General Input Data
Number of construction stages 6
Number of curves on spring characteristic 1
Unloading curve on spring characteristic Yes
2.2 Sheet Piling Properties
First stage represents initial situation Yes
Reduce delta(s) according to CUR No
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3.4.4 Soil Layer Properties in Profile: HK2
Layer Level Unit weight Cohesion Friction angle Delta
Layer Level Earth pressure coefficients Additional pore pressure
3.4.5 Modulus of Subgrade Reaction (Tangent MSheet Classic)
3.5 Calculated Earth Pressure Coefficients Left
Segment Level Horizontal pressure Fictive earth pressure coefficients
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Segment Level Horizontal pressure Fictive earth pressure coefficients
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Segment Level Horizontal pressure Fictive earth pressure coefficients
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Segment Level Horizontal pressure Fictive earth pressure coefficients
3.6.4 Soil Layer Properties in Profile: HK2
Layer Level Unit weight Cohesion Friction angle Delta
Layer Level Earth pressure coefficients Additional pore pressure
3.6.5 Modulus of Subgrade Reaction (Tangent MSheet Classic)
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3.7 Calculated Earth Pressure Coefficients Right
Segment Level Horizontal pressure Fictive earth pressure coefficients
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Segment Level Horizontal pressure Fictive earth pressure coefficients
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Segment Level Horizontal pressure Fictive earth pressure coefficients
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3.8.1 Charts of Moments, Forces and Displacements
3.8.2 Moments, Forces and Displacements
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number Effective stress Water stress Stat* Mob* Effective stress Water stress Stat* Mob*
Stat Status (A=active, P=passive, Number is branche, 0 is unloading)
Mob Percentage passive mobilized
No passive side found of the sheet piling
Lefteffect resistance / max passive resistance 11.1 %
Righteffect resistance / max passive resistance 11.1 %
Trang 154.2.4 Soil Layer Properties in Profile: HK2
Layer Level Unit weight Cohesion Friction angle Delta
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Layer Level Earth pressure coefficients Additional pore pressure
4.2.5 Modulus of Subgrade Reaction (Tangent MSheet Classic)
4.3 Calculated Earth Pressure Coefficients Left
Segment Level Horizontal pressure Fictive earth pressure coefficients
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Segment Level Horizontal pressure Fictive earth pressure coefficients
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Segment Level Horizontal pressure Fictive earth pressure coefficients
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4.4.3 Surface
X [m] Y [m]
4.4.4 Soil Layer Properties in Profile: HK2
Layer Level Unit weight Cohesion Friction angle Delta
Layer Level Earth pressure coefficients Additional pore pressure
4.4.5 Modulus of Subgrade Reaction (Tangent MSheet Classic)
4.5 Calculated Earth Pressure Coefficients Right
Segment Level Horizontal pressure Fictive earth pressure coefficients
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Segment Level Horizontal pressure Fictive earth pressure coefficients
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Segment Level Horizontal pressure Fictive earth pressure coefficients
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Segment Level Horizontal pressure Fictive earth pressure coefficients
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4.6.2 Moments, Forces and Displacements
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4.6.3 Stresses
number Effective stress Water stress Stat* Mob* Effective stress Water stress Stat* Mob*
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*
Stat Status (A=active, P=passive, Number is branche, 0 is unloading)
Mob Percentage passive mobilized
Maximum passive effective resistance 3630.02 kN
Mobilized passive effective resistance 686.71 kN
Percentage mobilized resistance 18.9 %
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5.3.4 Soil Layer Properties in Profile: HK2
Layer Level Unit weight Cohesion Friction angle Delta
Layer Level Earth pressure coefficients Additional pore pressure
5.3.5 Modulus of Subgrade Reaction (Tangent MSheet Classic)
5.4 Calculated Earth Pressure Coefficients Left
Segment Level Horizontal pressure Fictive earth pressure coefficients
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Segment Level Horizontal pressure Fictive earth pressure coefficients
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Segment Level Horizontal pressure Fictive earth pressure coefficients
5.5.4 Soil Layer Properties in Profile: HK2
Layer Level Unit weight Cohesion Friction angle Delta
Layer Level Earth pressure coefficients Additional pore pressure
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5.5.5 Modulus of Subgrade Reaction (Tangent MSheet Classic)
5.6 Calculated Earth Pressure Coefficients Right
Segment Level Horizontal pressure Fictive earth pressure coefficients
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Segment Level Horizontal pressure Fictive earth pressure coefficients
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Segment Level Horizontal pressure Fictive earth pressure coefficients
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Segment Level Horizontal pressure Fictive earth pressure coefficients
5.7.1 Charts of Moments, Forces and Displacements
5.7.2 Moments, Forces and Displacements
Trang 34number Effective stress Water stress Stat* Mob* Effective stress Water stress Stat* Mob*
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number Effective stress Water stress Stat* Mob* Effective stress Water stress Stat* Mob*
Stat Status (A=active, P=passive, Number is branche, 0 is unloading)
Mob Percentage passive mobilized
Maximum passive effective resistance 2385.23 kN
Mobilized passive effective resistance 974.52 kN
Percentage mobilized resistance 40.9 %
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5.7.5 Rigid and Spring Supports
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6.3.4 Soil Layer Properties in Profile: HK2
Layer Level Unit weight Cohesion Friction angle Delta
Layer Level Earth pressure coefficients Additional pore pressure
6.3.5 Modulus of Subgrade Reaction (Tangent MSheet Classic)
6.4 Calculated Earth Pressure Coefficients Left
Segment Level Horizontal pressure Fictive earth pressure coefficients
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Segment Level Horizontal pressure Fictive earth pressure coefficients
Trang 406.5.4 Soil Layer Properties in Profile: HK2
Layer Level Unit weight Cohesion Friction angle Delta
Layer Level Earth pressure coefficients Additional pore pressure
6.5.5 Modulus of Subgrade Reaction (Tangent MSheet Classic)
6.6 Calculated Earth Pressure Coefficients Right
Segment Level Horizontal pressure Fictive earth pressure coefficients
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Segment Level Horizontal pressure Fictive earth pressure coefficients
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Segment Level Horizontal pressure Fictive earth pressure coefficients
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Segment Level Horizontal pressure Fictive earth pressure coefficients
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6.7.1 Charts of Moments, Forces and Displacements
6.7.2 Moments, Forces and Displacements
Trang 45number Effective stress Water stress Stat* Mob* Effective stress Water stress Stat* Mob*
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number Effective stress Water stress Stat* Mob* Effective stress Water stress Stat* Mob*
Stat Status (A=active, P=passive, Number is branche, 0 is unloading)
Mob Percentage passive mobilized
Maximum passive effective resistance 1574.01 kN
Mobilized passive effective resistance 1234.56 kN
Percentage mobilized resistance 78.4 %
6.7.5 Rigid and Spring Supports
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7.3.4 Soil Layer Properties in Profile: HK2
Layer Level Unit weight Cohesion Friction angle Delta
Layer Level Earth pressure coefficients Additional pore pressure
7.3.5 Modulus of Subgrade Reaction (Tangent MSheet Classic)
7.4 Calculated Earth Pressure Coefficients Left
Segment Level Horizontal pressure Fictive earth pressure coefficients
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Segment Level Horizontal pressure Fictive earth pressure coefficients
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Segment Level Horizontal pressure Fictive earth pressure coefficients
7.5.4 Soil Layer Properties in Profile: HK2
Layer Level Unit weight Cohesion Friction angle Delta
Layer Level Earth pressure coefficients Additional pore pressure
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7.5.5 Modulus of Subgrade Reaction (Tangent MSheet Classic)
7.6 Calculated Earth Pressure Coefficients Right
Segment Level Horizontal pressure Fictive earth pressure coefficients
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Segment Level Horizontal pressure Fictive earth pressure coefficients
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Segment Level Horizontal pressure Fictive earth pressure coefficients
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Segment Level Horizontal pressure Fictive earth pressure coefficients
7.7.1 Charts of Moments, Forces and Displacements
7.7.2 Moments, Forces and Displacements
Trang 55number Effective stress Water stress Stat* Mob* Effective stress Water stress Stat* Mob*
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number Effective stress Water stress Stat* Mob* Effective stress Water stress Stat* Mob*
Stat Status (A=active, P=passive, Number is branche, 0 is unloading)
Mob Percentage passive mobilized
Maximum passive effective resistance 2385.23 kN
Mobilized passive effective resistance 1070.81 kN
Percentage mobilized resistance 44.9 %
7.7.5 Rigid and Spring Supports
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8.3.4 Soil Layer Properties in Profile: HK2
Layer Level Unit weight Cohesion Friction angle Delta
Layer Level Earth pressure coefficients Additional pore pressure
8.3.5 Modulus of Subgrade Reaction (Tangent MSheet Classic)
8.4 Calculated Earth Pressure Coefficients Left
Segment Level Horizontal pressure Fictive earth pressure coefficients
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Segment Level Horizontal pressure Fictive earth pressure coefficients
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Segment Level Horizontal pressure Fictive earth pressure coefficients
8.5.4 Soil Layer Properties in Profile: HK2
Layer Level Unit weight Cohesion Friction angle Delta
Layer Level Earth pressure coefficients Additional pore pressure
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8.5.5 Modulus of Subgrade Reaction (Tangent MSheet Classic)
8.6 Calculated Earth Pressure Coefficients Right
Segment Level Horizontal pressure Fictive earth pressure coefficients
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Segment Level Horizontal pressure Fictive earth pressure coefficients
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Segment Level Horizontal pressure Fictive earth pressure coefficients
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Segment Level Horizontal pressure Fictive earth pressure coefficients
8.7.1 Charts of Moments, Forces and Displacements
8.7.2 Moments, Forces and Displacements
Trang 65number Effective stress Water stress Stat* Mob* Effective stress Water stress Stat* Mob*
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number Effective stress Water stress Stat* Mob* Effective stress Water stress Stat* Mob*
Stat Status (A=active, P=passive, Number is branche, 0 is unloading)
Mob Percentage passive mobilized
Maximum passive effective resistance 2385.23 kN
Mobilized passive effective resistance 1069.65 kN
Percentage mobilized resistance 44.8 %
8.7.5 Rigid and Spring Supports
End of Report