meter strip. 2. Calculate the factor of safety against sliding if the specific gravity of the dam is 2.31 3. Evaluate the factor of safety against overturning. Note: Answer the situations with complete solutions. Write your final answer in two decimal places. Please use the correct unit and box the final answer Thank you
meter strip. 2. Calculate the factor of safety against sliding if the specific gravity of the dam is 2.31 3. Evaluate the factor of safety against overturning. Note: Answer the situations with complete solutions. Write your final answer in two decimal places. Please use the correct unit and box the final answer Thank you
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter13: Slope Stability
Section: Chapter Questions
Problem 13.27CTP
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Question
A rectangular dam has a height and width of 25 m and 15 m, respectively. The depth of water on one side of the dam is 20 m, and the coefficient of friction between the dam and the foundation is 0.8. Neglect the effect of hydrostatic uplift.
1. Determine the hydrostatic force on one side of the dam considering 1-meter strip.
2. Calculate the factor of safety against sliding if the specific gravity of the dam is 2.31
3. Evaluate the factor of safety against overturning.
Note:
Answer the situations with complete solutions. Write your final answer in two decimal places.
Please use the correct unit and box the final answer
Thank you
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