Problem 5. A dense silt layer has the following properties. void ratio = 0.30 eff. Diameter D1o = 104m capillary constant (c)-0.20 cm? Ground water level is 8.0m below the ground surface. 1. Find the height of capillary rise in the silt. 2. Find the vertical effective stress in kpa at 5m depth, assume y, 26.5 kn/m*and that the soil above the capillary action rise and ground surface is partially saturated at 50%. 3. Find the effective vertical stress at 10m depth assuming y, = 26.5 kn/m'and that the soil above the capillary action rise and ground surface is partially saturated at 50%. %3D

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Effective Stress in Soil
Problem 5. A dense silt layer has the following properties.
void ratio = 0.30
eff. Diameter D10 = 10m
capillary constant (c)=0.20 cm?
Ground water level is 8.0m below the ground surface.
1. Find the height of capillary rise in the silt.
2. Find the vertical effective stress in kpa at 5m depth, assume y, = 26.5 kn/m²and that the soil above
the capillary action rise and ground surface is partially saturated at 50%.
3. Find the effective vertical stress at 10m depth assuming y, = 26.5 kn/m²and that the soil above the
capillary action rise and ground surface is partially saturated at 50%.
Transcribed Image Text:Problem 5. A dense silt layer has the following properties. void ratio = 0.30 eff. Diameter D10 = 10m capillary constant (c)=0.20 cm? Ground water level is 8.0m below the ground surface. 1. Find the height of capillary rise in the silt. 2. Find the vertical effective stress in kpa at 5m depth, assume y, = 26.5 kn/m²and that the soil above the capillary action rise and ground surface is partially saturated at 50%. 3. Find the effective vertical stress at 10m depth assuming y, = 26.5 kn/m²and that the soil above the capillary action rise and ground surface is partially saturated at 50%.
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