Equivalent Linear Analysis Taking Into Account Exess Pore Pressure Built-Up Due to Liquefaction

A practical effective stress-strain model of sand is presented in which only the soil parameters directly obtained from a common site investigation and a laboratory test, i.e., G-�, h-� curve and liquefaction curve, are used as input parameters.A key mechanism simulating liquefaction and cyclic mobility behavior is modeled based on the accumulated damage concept for pore pressure generation with a generalized hardening model for shear behavior. The proposed model can simulate reasonably well the stress strain behavior of hollow cylindrical specimens subjected to earthquake loading.

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Practical Effective Stress-Strain Model of Sand Considering Cyclic Mobility Behavior

Yoshida

Tokimatsu

Hijikata

et al. 2008

Nihon Kenchiku Gakkai Kozokei Ronbunshu

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Equivalent Linear Analysis Taking Into Account Exess Pore Pressure Built-Up Due to Liquefaction

Cited by 1 publication

References 4 publications

Practical Effective Stress-Strain Model of Sand Considering Cyclic Mobility Behavior

Practical Effective Stress-Strain Model of Sand Considering Cyclic Mobility Behavior

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