Refer to Figure 16.16a. Given H = 5 m, a = 0.3, and q = 10 kN/m,
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Refer to Figure 16.16a. Given H = 5 m, a = 0.3, and q = 10 kN/m, plot the variation of the horizontal earth pressures on the wall.
Figure 16.16
Transcribed Image Text:
Line load. g/unit length -ан z= bH (a) q/unit length (b)
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Related Book For
Principles Of Foundation Engineering
ISBN: 9781337705028
9th Edition
Authors: Braja M. Das, Nagaratnam Sivakugan
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