Due to clogging of the drainage system, the water table has built up to a depth of 4m below the ground surface behind the retaining wall shown in Figure 2. The soil above the water table is partially saturated and has a unit weight of 17 kN/m3. Below the water table, the soil is saturated and has a unit weight of 19 kN/m3. Calculate the total and effective vertical and horizontal stresses at point A under active conditions. 4 m Y= 17 kN/m3 GWT 2 m Ysat = 19 kN/m3 9= 33 Fig. 2
Due to clogging of the drainage system, the water table has built up to a depth of 4m below the ground surface behind the retaining wall shown in Figure 2. The soil above the water table is partially saturated and has a unit weight of 17 kN/m3. Below the water table, the soil is saturated and has a unit weight of 19 kN/m3. Calculate the total and effective vertical and horizontal stresses at point A under active conditions. 4 m Y= 17 kN/m3 GWT 2 m Ysat = 19 kN/m3 9= 33 Fig. 2
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter11: Ground Improvement
Section: Chapter Questions
Problem 11.10CTP
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Question
![Due to clogging of the drainage system, the water table has built up to a depth of 4m below
the ground surface behind the retaining wall shown in Figure 2. The soil above the water
table is partially saturated and has a unit weight of 17 kN/m3. Below the water table, the soil
is saturated and has a unit weight of 19 kN/m3. Calculate the total and effective vertical and
horizontal stresses at point A under active conditions.
4 m
Y= 17 kN/m3
GWT
2 m
Ysat = 19 kN/m3
P= 33
Fig. 2](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F8b26d65b-818c-4a10-afde-3c837d4fc624%2F0b9dca41-61e7-49fa-85d6-9b49f27d1f84%2Fdgbrqmm_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Due to clogging of the drainage system, the water table has built up to a depth of 4m below
the ground surface behind the retaining wall shown in Figure 2. The soil above the water
table is partially saturated and has a unit weight of 17 kN/m3. Below the water table, the soil
is saturated and has a unit weight of 19 kN/m3. Calculate the total and effective vertical and
horizontal stresses at point A under active conditions.
4 m
Y= 17 kN/m3
GWT
2 m
Ysat = 19 kN/m3
P= 33
Fig. 2
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