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- W582581164 abstract "During the loading of rock socketed piles, the side resistance developed is a function of the stiffness of the surrounding rock mass and the roughness of the socket walls. In order to evaluate the basic frictional characteristics of planar concrete-rock interfaces without initial bonding, a series of direct shear tests were conducted in a specially designed machine using a synthetic rock with a range of normal stiffness and initial normal stress conditions. It is demonstrated that for the prescribed planar interfaces the peak angle of friction is dependent on both the normal stiffness and the initial normal stress while the residual angle of friction is essentially independent of both. (Author/TRRL)" @default.
- W582581164 created "2016-06-24" @default.
- W582581164 date "1985-12-01" @default.
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- W582581164 title "Frictional characteristics of planar concrete-rock interfaces under constant normal stiffness conditions" @default.
- W582581164 doi "https://doi.org/10.1016/0148-9062(85)90211-6" @default.
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