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Engineering, 30.01.2021 15:00 isabel2007riverton

B) Calculate the FS against uplift and calculate effoctive stress at the base level for water level at (1) and (2) for the canal structure show in figure 3. Assume infinite length of canal.
(15 marks)
0.75
0.75
VSO
0.75
Yeoncrete = 24 kN/m
5.0 m
(2)
T T
2.85
ground
levet
very long
concrete pit
1.0.1
M
3.0 in
2.0
Waterproof
membrang
1.0
Fig. 3. Canal structure

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B) Calculate the FS against uplift and calculate effoctive stress at the base level for water level...
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