Pore water pressure increase in loose saturated sand at level sites during three-directional earthquake loading.
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Authors
Vicente, Ernesto E.
Issue Date
1983-12
Type
Electronic thesis
Thesis
Thesis
Language
ENG
Keywords
Civil engineering
Alternative Title
Abstract
Stresses, strains and pore pressure buildup caused by the ground accelerations are predicted, with due consideration to the nonlinear, anisotropic, elastic-plastic stress path dependent and modulus degrading characteristics exhibited by the soil during undrained cyclic loading.
Description
December 1983
School of Engineering
School of Engineering
Full Citation
Publisher
Rensselaer Polytechnic Institute, Troy, NY