STRESS-DILATANCY FOR SOILS. PART I: THE FRICTIONAL STATE THEORY

被引：22

作者：

Szypcio, Zenon ^{[1
]}

机构：

[1] Bialystok Tech Univ, Dept Civil & Environm Engn, Bialystok, Poland

来源：

STUDIA GEOTECHNICA ET MECHANICA | 2016年 / 38卷 / 04期

关键词：

soils; dilatancy; critical state; frictional state; critical frictional state;

D O I：

10.1515/sgem-2016-0030

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

An unconventional subdivision of volumetric strains, the newly formulated frictional and critical frictional states and some of energetic and stress condition assumptions result in new stress-plastic dilatancy relationships. These new stress-plastic dilatancy relationships are functions of the deformation mode and drainage conditions. The critical frictional state presented in this paper is a special case of the classical critical state.

引用

页码：51 / 57

页数：7

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