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A deposit of sand exhibited the following properties: Angle of internal friction, = 35° Dry unit weight, ya = 17 kN/m³ Saturated unit weight, Ysat = 20.7 kN/m³ J به تمام نے What is the shearing strength of the sand along a horizontal plane at a depth of 4 m given that the water table is at a depth of 2.5 m from ground surface? Find the shear strength when the water table rises to the ground surface.

A deposit of sand exhibited the following properties: Angle of internal friction, = 35° Dry unit weight, ya = 17 kN/m³ Saturated unit weight, Ysat = 20.7 kN/m³ J به تمام نے What is the shearing strength of the sand along a horizontal plane at a depth of 4 m given that the water table is at a depth of 2.5 m from ground surface? Find the shear strength when the water table rises to the ground surface.

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 deposit of sand exhibited the following properties: Angle of internal friction, = 35° Dry unit weight, yd = 17 kN/m³ Saturated unit weight, Ysat = 20.7 kN/m³ will Man 59 2 = F 20- 18.4 What is the shearing strength of the sand along a horizontal plane at a depth of 4 m given that the water table is at a depth of 2.5 m from ground surface? Find the shear strength when the water table rises to the ground surface.
Transcribed Image Text:A deposit of sand exhibited the following properties: Angle of internal friction, = 35° Dry unit weight, yd = 17 kN/m³ Saturated unit weight, Ysat = 20.7 kN/m³ will Man 59 2 = F 20- 18.4 What is the shearing strength of the sand along a horizontal plane at a depth of 4 m given that the water table is at a depth of 2.5 m from ground surface? Find the shear strength when the water table rises to the ground surface.
Expert Solution
Step 1: Given

ϕ = 35o 

gamma subscript d = 17 kN/m3 

gamma subscript s a t end subscript = 20.7 kN/m3

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