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Recent content by JDI123
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Weak Rock and Strong Rock on LPILE
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?- JDI123
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- Forum: Foundation engineering
