A level site underlain by fully saturated clays is cut over a few days as shown in the figure below. The water table is located at the ground surface across the site. Determine the resisting
A level site underlain by fully saturated clays is cut over a few days as shown in the figure below. The water table is located at the ground surface across the site. Determine the resisting
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter9: In Situ Stresses
Section: Chapter Questions
Problem 9.12P
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Question
![A level site underlain by fully saturated clays is cut over a few
days as shown in the figure below. The water table is located at
the ground surface across the site. Determine the resisting](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F33cbf2df-353d-4d23-b67b-a6aa42f3190e%2Ff321036a-a99f-48a3-996a-05571a658e22%2F6fd0ter_processed.png&w=3840&q=75)
Transcribed Image Text:A level site underlain by fully saturated clays is cut over a few
days as shown in the figure below. The water table is located at
the ground surface across the site. Determine the resisting
![moment in kN.m for the circular slip surface depicted in the Figure
below shortly after excavation.
Consider the soil wedge above the circular slip surface as a single
free body, whose plane area is equal to 100 m² and the centre of
gravity of the soil wedge is given at Point C. (Acceptable tolerance
= 2%)
THE
R = 13.0 m
O
60⁰
7.3 m
40⁰
5 m
TIE
Clay 1:
Clay 2:
Ymoist = 17 kN/m³
Ysat = 18 kN/m³
Su = 50 kPa
Ymoist = 17 kN/m³
Ysat = 18 kN/m³
Su = 25 kPa](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F33cbf2df-353d-4d23-b67b-a6aa42f3190e%2Ff321036a-a99f-48a3-996a-05571a658e22%2Fsj9gi6m_processed.png&w=3840&q=75)
Transcribed Image Text:moment in kN.m for the circular slip surface depicted in the Figure
below shortly after excavation.
Consider the soil wedge above the circular slip surface as a single
free body, whose plane area is equal to 100 m² and the centre of
gravity of the soil wedge is given at Point C. (Acceptable tolerance
= 2%)
THE
R = 13.0 m
O
60⁰
7.3 m
40⁰
5 m
TIE
Clay 1:
Clay 2:
Ymoist = 17 kN/m³
Ysat = 18 kN/m³
Su = 50 kPa
Ymoist = 17 kN/m³
Ysat = 18 kN/m³
Su = 25 kPa
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