Problem 2: calculate the effective stress at points A, B, and C. 0 Soil 1 = 105 pcf VINI 20 20 550 Soil 2 =115 pcf B 80 z (ft) Soil 3 =125 pcf GWT

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem 2
2024 at 11:10 AM)
Problem 1
1) Calculate the total stress, pore water pressure, and effective stress at point A.
2) Plot the total stress, pore water pressure, and effective stress along the soil profile.
0
VINI
Soil 1
18.2 N
GWT
Soil 2
=19.0
-13
135
Soil 3 185 kNm
-17
-26
z (m)
Soil 4 19.2 N
Problem 2: calculate the effective stress at points A, B, and C.
VINI
Soil 1
105 pcf
20
Soil 2
A
7=115 pcf
-35
B
GWT
-50
Soil 3
=125 pcf
80
z (ft)
ENG
Transcribed Image Text:2024 at 11:10 AM) Problem 1 1) Calculate the total stress, pore water pressure, and effective stress at point A. 2) Plot the total stress, pore water pressure, and effective stress along the soil profile. 0 VINI Soil 1 18.2 N GWT Soil 2 =19.0 -13 135 Soil 3 185 kNm -17 -26 z (m) Soil 4 19.2 N Problem 2: calculate the effective stress at points A, B, and C. VINI Soil 1 105 pcf 20 Soil 2 A 7=115 pcf -35 B GWT -50 Soil 3 =125 pcf 80 z (ft) ENG
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