The ground water table in a deep deposit of sand is located at 4 m from the ground level. Due to capillary action, sand is saturated for a height of 1 m from the water table. The degree of saturation of the sand above the capillary fringe is 40%. If the specific gravity of solids and average void ratio of the sand are 2.68 and 0.72 respectively. Determine the effective stress (in kPa) at 4 m and 10 m from the ground level. Consider the standard value for unit weight of water.
The ground water table in a deep deposit of sand is located at 4 m from the ground level. Due to capillary action, sand is saturated for a height of 1 m from the water table. The degree of saturation of the sand above the capillary fringe is 40%. If the specific gravity of solids and average void ratio of the sand are 2.68 and 0.72 respectively. Determine the effective stress (in kPa) at 4 m and 10 m from the ground level. Consider the standard value for unit weight of water.
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter8: Stresses In A Soil Mass
Section: Chapter Questions
Problem 8.11P
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The ground water table in a deep deposit of sand is located at 4 m from the ground level. Due to capillary action, sand is saturated for a height of 1 m from the water table. The degree of saturation of the sand above the capillary fringe is 40%. If the specific gravity of solids and average void ratio of the sand are 2.68 and 0.72 respectively. Determine the effective stress (in kPa) at 4 m and 10 m from the ground level. Consider the standard value for unit weight of water.
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