GEO NO. 6SOLVE AND SHOW THE COMPLETE SOLUTION. A dense silt layer has the following properties.void ratio = 0.30eff. Diameter D10 = 10µmcapillary 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 abovethe capillary action rise and ground surface is partially saturated at 50%.a. 205.28 kpac. 502.8kpab. 206.82kpad. 200.58kpa

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

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

Problem 1P

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Question

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.

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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