EVALUATION OF PORE WATER PRESSURE DURING CYCLIC SHEARING OF SATURATED SANDS.

被引：0

作者：

Yamanouchi, Toyotoshi ^{[1
]}

Sakai, Akira ^{[1
]}

机构：

[1] Kyushu Univ, Dep of Civil, Engineering Hydraulics & Soil, Mechanics, Fukuoka, Jpn, Kyushu Univ, Dep of Civil Engineering Hydraulics & Soil Mechanics, Fukuoka, Jpn

来源：

Memoirs of the Kyushu University, Faculty of Engineering | 1984年 / 44卷 / 03期

关键词：

EARTHQUAKES - Computer Simulation;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

A pore water pressure model newly proposed by the authors predicts successfully the pressure response under undrained conditions not only for uniform stresses but also for irregular ones. A new formulation based on the endochronic theory is presented for depicting the pore water pressure with a single monotonically increasing function of the accumulated inelastic shear strain, which physically represents the accumulated rearrangement of particle configurations.

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页码：225 / 237

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