It is required to estimate the minimum factor of safety for the complete drawdown of the section shown in Fig. Ex. 10.13 (Morgenstern, 1963) Water level before drawdown H- 100 t - 312 Ib/n '= 30 Water level after drawdown y = 124.8 pef Figure Ex. 10.13

It is required to estimate the minimum factor of safety for the complete drawdown of the section shown in Fig. Ex. 10.13 (Morgenstern, 1963) Water level before drawdown H- 100 t - 312 Ib/n '= 30 Water level after drawdown y = 124.8 pef Figure Ex. 10.13

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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It is required to estimate the minimum factor of safety for the complete drawdown of the section
shown in Fig. Ex. 10.13 (Morgenstern, 1963)
Water level before
drawdown
c'= 312 Ib/ft
o'= 30°
y = 124.8 pcf
H = 100 ft
Water level after
drawdown
= 1
Figure Ex. 10.13

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