A braced cut shown in Figure P19.3 is to be made to a depth of 9.0 m
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A braced cut shown in Figure P19.3 is to be made to a depth of 9.0 m in a saturated clay deposit where the unit weight is 17.65 kN/m3 and the undrained shear strength is 30 kN/m2. The struts are spaced horizontally at 3.0 m center to center. Find the strut loads.
Figure P19.3
Transcribed Image Text:
10.5 m Ground level A 2.0 m B 2.0 m C 2.0 m D 2.0 m E Tos m Excavation line
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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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