Layeı 1BGroundwater tableLayer 2Layer 3Dry sandSandClayRockLayer no.Soil parametersThickness1Н, — 7 ftYa = 110 lb/ft³H¸ = 12 ftYsat = 121 lb/ft%3D3Н, — 6 ftYat = 118 lb/ft3%3D1н, — 5 me = 0.7; G, = 2.69П, — 8 me = 0.55; G, = 2.7%3D3H, = 3 mw = 38%;e = 1.21н, 3 3 mYa = 16 kN/m³2Н, — 6 mYat18 kN/m³3Н, — 2.5 m17 kN/m³%3DYsat2.2. 7. A soil profile consisting of three layers is shown in the figure. Calculate the values of the totalstress, effective stress ad pore water pressure at points A, B, C, and D for the following cases. Ineach case, plot the variations with depth. Characteristics of layers 1, 2, and 3 for each case aregiven below:

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Answered: 7. A soil profile consisting of three…

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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Layeı 1
B
Groundwater table
Layer 2
Layer 3
Dry sand
Sand
Clay
Rock
Layer no.
Soil parameters
Thickness
1
Н, — 7 ft
Ya = 110 lb/ft³
H¸ = 12 ft
Ysat = 121 lb/ft
%3D
3
Н, — 6 ft
Yat = 118 lb/ft3
%3D
1
н, — 5 m
e = 0.7; G, = 2.69
П, — 8 m
e = 0.55; G, = 2.7
%3D
3
H, = 3 m
w = 38%;e = 1.2
1
н, 3 3 m
Ya = 16 kN/m³
2
Н, — 6 m
Yat
18 kN/m³
3
Н, — 2.5 m
17 kN/m³
%3D
Ysat
2.
2.

Transcribed Image Text:7. A soil profile consisting of three layers is shown in the figure. Calculate the values of the total stress, effective stress ad pore water pressure at points A, B, C, and D for the following cases. In each case, plot the variations with depth. Characteristics of layers 1, 2, and 3 for each case are given below:

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