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1. |
A braced cut, 5 m wide and 7.5 m deep is proposed in a cohesion less soil deposit having effective cohesion c = 0 and effective friction angle, = 36 . The first row of struts is to be installed a depth of 0.5 m below ground surface and spacing between the struts should be 1.5 m. If the horizontal spacing of struts is 3 m and unit weight of the deposit is 20kN/m3, the maximum strut load will be |
A. | 70.87 kN |
B. | 98.72 kN |
C. | 113.90 kN |
D. | 151.86 kN |
Answer» D. 151.86 kN | |