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O Compute the critical gradient of the sand under quick sand condition. 2 Compute the head of water to cause quicksand condition. ® Compuțe the seepage force acting from below.

O Compute the critical gradient of the sand under quick sand condition. 2 Compute the head of water to cause quicksand condition. ® Compuțe the seepage force acting from below.

Structural Analysis
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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a) 0.917

b) 9.17 cm

c) 1.08 N

12 Problem: A glass container with previous bottom containing fine sand in loose state, with void ratio of 0.8, is subjected to hydrostatic pressure from underneath until quick condition occurs in the sand. Specific gravity of sand particles = 2.65. Area of cross-section of sand sample = 12 cm2 Height of sample = 10 cn. %3D O Compute the critical gradient of the sand under quick sand condition. Compute the head of water to cause quicksand condition. 3 Compute the seepage force acting from below.
Transcribed Image Text:12 Problem: A glass container with previous bottom containing fine sand in loose state, with void ratio of 0.8, is subjected to hydrostatic pressure from underneath until quick condition occurs in the sand. Specific gravity of sand particles = 2.65. Area of cross-section of sand sample = 12 cm2 Height of sample = 10 cn. %3D O Compute the critical gradient of the sand under quick sand condition. Compute the head of water to cause quicksand condition. 3 Compute the seepage force acting from below.
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