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.

Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter5: Soil Improvement And Ground Modification
Section: Chapter Questions
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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.

THE
R = 13.0 m
O
60⁰
7.3 m
40⁰
5m
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
Transcribed Image Text:THE R = 13.0 m O 60⁰ 7.3 m 40⁰ 5m 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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