Modelling of soil behaviour

被引：0

作者：

Feda, J ^{[1
]}

机构：

[1] Inst Theoret & Appl Mech, Prague, Czech Republic

来源：

GEOTECHNICAL MEASUREMENTS AND MODELLING | 2003年

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Nonstandard compression and creep of some (geo)materials are commented on. Such a behaviour results from some special features of soil structure and/or specific state parameters (density, water content etc.). The present study is based on laboratory tests showing some examples of nonstandard behaviour. This results mostly from the grain breakage and bonding-debonding mechanism. The study of the nonstandard behaviour is practically important because of showing the pitfalls of the routine approach.

引用

页码：457 / 460

页数：4