A line load of q = 160kN/m with a = 45° is placed on a gre Figure below. Calculate the increase of pore water pressure the load for the cases given below. a) z = 6m, x = 0m, v=0.5, A=0.5. b) z = 6m, x= 3m, v= 0.4, A=0.55.

Structural Analysis
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Chapter2: Loads On Structures
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4. A line load of q = 160kN/m with a = 45° is placed on a ground surface as shown
in Figure below. Calculate the increase of pore water pressure at M immediately after application
of the load for the cases given below.
(a) z = 6m, x = 0m, v=0.5, 4= 0.5.
(b) z = 6m, x = 3m, v= 0.4, 4= 0.55.
31
3 m
3.
a
G.W.T.
M●
Clay
● (x, z)
x (m)
Transcribed Image Text:4. A line load of q = 160kN/m with a = 45° is placed on a ground surface as shown in Figure below. Calculate the increase of pore water pressure at M immediately after application of the load for the cases given below. (a) z = 6m, x = 0m, v=0.5, 4= 0.5. (b) z = 6m, x = 3m, v= 0.4, 4= 0.55. 31 3 m 3. a G.W.T. M● Clay ● (x, z) x (m)
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