20191113155735ce446_hw_no.9.pdf - CE 446 Foundation Engineering Homework No 9(Due on Thursday Nov 14th 1 Design a cantilever sheet pile wall for a water

20191113155735ce446_hw_no.9.pdf - CE 446 Foundation...

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1 CE 446 Foundation Engineering Homework No. 9 (Due on Thursday, Nov. 14 th ) 1. Design a cantilever sheet pile wall for a water front project shown below. Your design should include (a) the required design embedment depth, and (b) the required sheet pile section selected from Table 9.1 with an allowable yield strength all ) of 18.4 ksi. 2. Due to water release in the reservoir, the water level on the left side of the wall in
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Unformatted text preview: Q.1 quickly drops (“rapid drawdown”) to an elevation 10 ft lower than shown . The water level on the right side of the wall temporarily remains the same for a period of time before reaching a new equilibrium with the left side. Would the stability of the wall be better or worse during the rapid drawdown? Explain why....
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