3.12 For a strip foundation, the width is 1.2m, buried depth is 1.2m, the standard value of the load applied on the foundation F=155KN/m, the soil layer is distributed as follows: from the ground to the depth of 1.2m is the land fill, 7=18kN/m³; the depth in the range of 1.2~1.8m is silty clay, fak-155kPa, E=8.1Mpa, y=19KN/m³; below the depth of 1.8m is the mucky clay, fak=102kPa, E,=2.7Mpa. Try to check the base pressure and the bearing capacity of the weak sub-layer. Ground F=155KN/m OLand fill 18KN/m³ 1.2m O Silty clay La-155kPa;E,-8.1Mpa;y-19KN/m3 -0, 1.0 O Mucky clay 4-0, 1.0 Sak-102kPa;E,-2.7Mpa 1.2m
3.12 For a strip foundation, the width is 1.2m, buried depth is 1.2m, the standard value of the load applied on the foundation F=155KN/m, the soil layer is distributed as follows: from the ground to the depth of 1.2m is the land fill, 7=18kN/m³; the depth in the range of 1.2~1.8m is silty clay, fak-155kPa, E=8.1Mpa, y=19KN/m³; below the depth of 1.8m is the mucky clay, fak=102kPa, E,=2.7Mpa. Try to check the base pressure and the bearing capacity of the weak sub-layer. Ground F=155KN/m OLand fill 18KN/m³ 1.2m O Silty clay La-155kPa;E,-8.1Mpa;y-19KN/m3 -0, 1.0 O Mucky clay 4-0, 1.0 Sak-102kPa;E,-2.7Mpa 1.2m
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter5: Ultimate Bearing Capacity Of Shallow Foundations: Special Cases
Section: Chapter Questions
Problem 5.5P
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Question
![绘图
编辑
3.12 For a strip foundation, the width is 1.2m, buried depth is 1.2m, the
standard value of the load applied on the foundation F=155KN/m, the
soil layer is distributed as follows: from the ground to the depth of 1.2m is
the land fill, =18KN/m³; the depth in the range of 1.2~1.8m is silty clay,
fak=155kPa, E,=8.1Mpa, y=19KN/m³; below the depth of 1.8m is the
mucky clay, fak=102kPa, E,=2.7Mpa. Try to check the base pressure and
the bearing capacity of the weak sub-layer.
Ground
F=155KN/m
OLand fill 18KN/m³
1.2m
O Silty clay
La-155kPa;E-8.1Mpa;y-19KN/m³
-0, 1.0
O Mucky clay
-0, H1.0
Sak-102kPa;E,-2.7Mpa
1.2m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F359179a0-b197-4e8f-8ebc-c9e4c67b8507%2Fb9495300-9901-47d3-997b-e5af2de0b9f3%2Fia5q8p_processed.jpeg&w=3840&q=75)
Transcribed Image Text:绘图
编辑
3.12 For a strip foundation, the width is 1.2m, buried depth is 1.2m, the
standard value of the load applied on the foundation F=155KN/m, the
soil layer is distributed as follows: from the ground to the depth of 1.2m is
the land fill, =18KN/m³; the depth in the range of 1.2~1.8m is silty clay,
fak=155kPa, E,=8.1Mpa, y=19KN/m³; below the depth of 1.8m is the
mucky clay, fak=102kPa, E,=2.7Mpa. Try to check the base pressure and
the bearing capacity of the weak sub-layer.
Ground
F=155KN/m
OLand fill 18KN/m³
1.2m
O Silty clay
La-155kPa;E-8.1Mpa;y-19KN/m³
-0, 1.0
O Mucky clay
-0, H1.0
Sak-102kPa;E,-2.7Mpa
1.2m
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