A 11.8 m long cantilever sheet pile retaining wall is to be used to support the 6.2 m deep excavation as shown in figure. Plot the profile of horizontal effective stress in front and back of the retaining wall. Use the Rankine method. Goound level 2.5 m Y G.w.L Gravel wz-9

Structural Analysis
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Chapter2: Loads On Structures
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A 11.8 m long cantilever sheet pile retaining wall is to be used to
support the 6.2 m deep excavation as shown in figure. Plot the
profile of horizontal effective stress in front and back of the
retaining wall. Use the Rankine method.
GGoound level
2.5 m
Y G.W.L
Grravel
d'= 35°, c'-o
P= 22k
d'z 40°
c'zo
Sheet
pile
wg.s
6-2m
Transcribed Image Text:A 11.8 m long cantilever sheet pile retaining wall is to be used to support the 6.2 m deep excavation as shown in figure. Plot the profile of horizontal effective stress in front and back of the retaining wall. Use the Rankine method. GGoound level 2.5 m Y G.W.L Grravel d'= 35°, c'-o P= 22k d'z 40° c'zo Sheet pile wg.s 6-2m
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