The total vertical load above the fourth reinforcement layer from the bottom of the below MSE wall is 350 kN/m. The forc

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The total vertical load above the fourth reinforcement layer from the bottom of the below MSE wall is 350 kN/m. The forc

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The Total Vertical Load Above The Fourth Reinforcement Layer From The Bottom Of The Below Mse Wall Is 350 Kn M The Forc 1
The Total Vertical Load Above The Fourth Reinforcement Layer From The Bottom Of The Below Mse Wall Is 350 Kn M The Forc 1 (161.65 KiB) Viewed 75 times
The total vertical load above the fourth reinforcement layer from the bottom of the below MSE wall is 350 kN/m. The force acting on this layer from the surcharge behind is 20 kN/m and from soil behind is 40 kN/m as shown. Assuming the whole soil layer is dry and the reinforcement is extensible. Calculate the vertical design stress, in kPa at this layer based on Meyerhof distribution. Force from marcharge behind-20 AN -Force from soil behind 40 Force from soil and charge above 50-350 kNm ******* 0.75 m 0.75 m
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