6. Calculate the effective vertical stress at 10m depth assuming y, = 26.5 kn/m³and that the soil above the capillary action rise and ground surface is partially saturated at 50%. a. 205.28 kpa b. 206.82kpa c. 502.8kpa d. 200.58kpa

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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GEO NO. 6

SOLVE AND SHOW THE COMPLETE SOLUTION.

A dense silt layer has the following properties.
void ratio = 0.30
eff. Diameter D10 = 10µm
capillary constant (c)=0.20 cm?
Ground water level is 8.0m below the ground surface.
Transcribed Image Text:A dense silt layer has the following properties. void ratio = 0.30 eff. Diameter D10 = 10µm capillary constant (c)=0.20 cm? Ground water level is 8.0m below the ground surface.
6. Calculate the effective vertical stress at 10m depth assuming y, = 26.5 kn/m³and that the soil above
the capillary action rise and ground surface is partially saturated at 50%.
a. 205.28 kpa
c. 502.8kpa
b. 206.82kpa
d. 200.58kpa
Transcribed Image Text:6. Calculate the effective vertical stress at 10m depth assuming y, = 26.5 kn/m³and that the soil above the capillary action rise and ground surface is partially saturated at 50%. a. 205.28 kpa c. 502.8kpa b. 206.82kpa d. 200.58kpa
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