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
收藏
页码：51 / 57
页数：7
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