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

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

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