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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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.
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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