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Effects of Rock Anisotropy on Lateral Response of Drilled Shaft
A p-y curve formulation for a transversely isotropic rock mass is briefly summarized. The results of a sensitivity analysis using this p-y criterion and LPILE program are presented. Both the orientation of the plane of transverse isotropy and the degree of anisotropy (E/E`) have shown to exert significant influences on the load deflection response of laterally loaded drilled shafts.
Effects of Rock Anisotropy on Lateral Response of Drilled Shaft
A p-y curve formulation for a transversely isotropic rock mass is briefly summarized. The results of a sensitivity analysis using this p-y criterion and LPILE program are presented. Both the orientation of the plane of transverse isotropy and the degree of anisotropy (E/E`) have shown to exert significant influences on the load deflection response of laterally loaded drilled shafts.
Effects of Rock Anisotropy on Lateral Response of Drilled Shaft
Liang, Robert Y. (author) / Shatnawi, Ehab S. (author)
International Foundation Congress and Equipment Expo 2009 ; 2009 ; Orlando, Florida, United States
Contemporary Topics in Deep Foundations ; 159-166
2009-03-10
Conference paper
Electronic Resource
English
Effects of Rock Anisotropy on Lateral Response of Drilled Shaft
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