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Rigid foundations subjected to overturning moments
Three methods of estimating angular deflections of rigid foundations are discussed; first method assumes that stress distribution in subsoil is similar to stress distribution in semi-infinite elastic isotropic solid and that deflection can be obtained by calculating compression of finite number of soil layers below foundation; in second method subsoil is considered to be semi-infinite elastic isotropic soil and average tangent modulus and Poisson's ratio is used for determination of angular deflection; third method is based on determination of coefficient of subgrade reaction by means of plate bearing tests. (Behaviour of Soil under Stress)
Rigid foundations subjected to overturning moments
Three methods of estimating angular deflections of rigid foundations are discussed; first method assumes that stress distribution in subsoil is similar to stress distribution in semi-infinite elastic isotropic solid and that deflection can be obtained by calculating compression of finite number of soil layers below foundation; in second method subsoil is considered to be semi-infinite elastic isotropic soil and average tangent modulus and Poisson's ratio is used for determination of angular deflection; third method is based on determination of coefficient of subgrade reaction by means of plate bearing tests. (Behaviour of Soil under Stress)
Rigid foundations subjected to overturning moments
Indian Inst Science -- Proc
Weissmann, G.F. (author)
Proceedings of the 5th Symposium Civil and Hydraulic Engineering Department ; 1965
1965
31 pages
Conference paper
English
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