APPROXIMATE PREDICTION OF SOIL DEFORMATION UNDER DRAINED-REPEATED LOADING.

被引：0

作者：

Yasuhara, Kazuya

Yamanouchi, Toyotoshi

Fujiwara, Haruo

Aoto, Hiroshi

Hirao, Kazutoshi

机构：

来源：

Soils and Foundations | 1983年 / 23卷 / 02期

关键词：

CLAY - Mechanical Properties - SOILS - Compaction;

D O I：

10.3208/sandf1972.23.2_13

中图分类号：

学科分类号：

摘要：

In the present paper, a method of predicting plastic strain of soils under repeated loading is pursued using triaxial and modified oedometer tests. In the first half part of the paper, time-dependent deformation characteristics were examined through the repeated triaxial tests on a compacted sandy soil. In the latter part, specially devised oedometer tests and triaxial creep tests under repeated loading were performed on various kinds of remolded and undisturbed cohesive soils. A method for predicting the converged strain for soil specimens under repeated loading is proposed making use of this simplified law.

引用

页码：13 / 25

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