KN The square footing below is built on saturated sand with Ysat = 20 and Ø' = 30°. If the groundwater level rises to the surface, how would the long-term bearing capacity change? m3 Use the Terzaghi method and assume the Internal friction angle will not change in these two KN conditions. Yw = 10; m³ gult,2 = ?) quit,1 Z P 3.00 1 B/6 3.00 P (1) (2)

Structural Analysis
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ISBN:9781337630931
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Chapter2: Loads On Structures
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The square footing below is built on saturated sand with Ysat = 20 KN
SNOTS
groundwater level rises to the surface, how would the long-term bearing capacity change?
m.3.
conditions. Yw
=
Use the Terzaghi method and assume the Internal friction angle will not change in these two
KN
m3
10
quit,2
qult, 1
10
0
3.00
B/6
=?)
3.00
P
and Ø' = 30°. If the
(1)
(2)
20
Transcribed Image Text:The square footing below is built on saturated sand with Ysat = 20 KN SNOTS groundwater level rises to the surface, how would the long-term bearing capacity change? m.3. conditions. Yw = Use the Terzaghi method and assume the Internal friction angle will not change in these two KN m3 10 quit,2 qult, 1 10 0 3.00 B/6 =?) 3.00 P and Ø' = 30°. If the (1) (2) 20
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