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Weak Rock and Strong Rock on LPILE

thread256-20030

Weak Rock and Strong Rock on LPILE

Weak Rock and Strong Rock on LPILE

(OP)
What is the best way a structural engineer can determine parameters(i.e. K-value, shear strength, internal friction-degrees, strain-e50)  for a weak rock and strong rock on LPILE?  What are the basics for using weak and strong rock for a caisson in LPILE?


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