For a strip foundation, the width is 1.2m, buried depth is 1.2m, the standard value of the load applied on the foundation Fx=155kN/m, the soil layer is distributed as follows: from the ground to the depth of 1.2m is the land fill, y=18kN/m°; the depth in the range of 1.2-1.8m is silty clay, fak=155kPa, E,=8.1 Mpa, y=19KN/mº; below the depth of 1.8m is the mucky clay, fax=102kPa, E=2.7Mpa. Try to check the base pressure and the bearing capacity of the weak sub-layer. 3.12 For a strip foundation, the width is 1.2m, buried depth is 1.2m, thestandard value of the load applied on the foundation F=155kN/m, thesoil layer is distributed as follows: from the ground to the depth of 1.2m isthe land fill, y=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 themucky clay, fak=102kPa, E=2.7Mpa. Try to check the base pressure andthe bearing capacity of the weak sub-layer.GroundF=155kN/mPlease finish the homework inOLand fill 7=18KN/m³two weeks, the deadline is 23th1.2m1-0, NF1.0f=155kPa; E=8.1Mpa;y=19KN/m3October!® Silty clayO Mucky clayN-0, 1F1.0f=102kPa;E,=2.7Mpa0.6m1.2m

The given data is shown below: Width=1.2 mDepth=1.2 mFk=155 kN/mγ=18 kN/m3fak=155 kPaEs=8.1 MPaγ=19…

Answered: For a strip foundation, the width is…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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For a strip foundation, the width is 1.2m, buried depth is 1.2m, the standard value of the load applied on the foundation Fx=155kN/m, the soil layer is distributed as follows: from the ground to the depth of 1.2m is the land fill, y=18kN/m°; the depth in the range of 1.2-1.8m is silty clay, fak=155kPa, E,=8.1 Mpa, y=19KN/mº; below the depth of 1.8m is the mucky clay, fax=102kPa, E=2.7Mpa. Try to check the base pressure and the bearing capacity of the weak sub-layer.

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, y=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
Please finish the homework in
OLand fill 7=18KN/m³
two weeks, the deadline is 23th
1.2m
1-0, NF1.0
f=155kPa; E=8.1Mpa;y=19KN/m3
October!
® Silty clay
O Mucky clay
N-0, 1F1.0
f=102kPa;E,=2.7Mpa
0.6m
1.2m

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