dy sand moist sand clay mpermcatle byer

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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dhy sand
moist sand
cloy
mpermcade by er
Transcribed Image Text:dhy sand moist sand cloy mpermcade by er
For the ligure shown. Determine the normal stress (
) kpa and shear stress (
) kpa at failure of the soil
element taken at the bottom of clay layer. Assume that shear stress parallel to the planes of soil clement is G0 KPa and effective horizontal
stress is 0.8 times the effective vertical stress at the bottom of the clay layer. The angle of plane of failure is 30 degrees.
Sol layer
Void ratio
Specific gravity
Degree of saturation (%)
Thickness (m)
Dry sand
05
2 65
Moist sand
0.6
2 70
50
clay
07
2.75
Transcribed Image Text:For the ligure shown. Determine the normal stress ( ) kpa and shear stress ( ) kpa at failure of the soil element taken at the bottom of clay layer. Assume that shear stress parallel to the planes of soil clement is G0 KPa and effective horizontal stress is 0.8 times the effective vertical stress at the bottom of the clay layer. The angle of plane of failure is 30 degrees. Sol layer Void ratio Specific gravity Degree of saturation (%) Thickness (m) Dry sand 05 2 65 Moist sand 0.6 2 70 50 clay 07 2.75
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