H, - 4 m e- 0.6 G, = 2.65 Groundwater table H; = 3 m e- 0.52 G, = 2.68 C. ーミーーミー

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For the profile shown, draw the diagrams of:

a) Total effort. Pore ​​pressure and Effective effort

b) If the water level rises to the surface, how much is the variation to the effective stresses in the clay base.

H = 4 m
e - 0.6
G, = 2.65
B
Groundwater table
H; = 3 m
e - 0.52
H2
G, = 2.68
%3D
C.
Transcribed Image Text:H = 4 m e - 0.6 G, = 2.65 B Groundwater table H; = 3 m e - 0.52 H2 G, = 2.68 %3D C.
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