Damage function and a masonry model for Loess

被引：0
|
作者：
Shen, ZJ [1 ]
Hu, ZQ [1 ]
机构：
[1] Nanjing Hydraul Res Inst, Nanjing, Peoples R China
来源：
UNSATURATED SOILS FOR ASIA | 2000年
关键词：
D O I：
暂无
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
Natural soils usually have their peculiar structure and their behavior cannot be properly modeled by traditional elasto-plastic theory. In this paper a so-called masonry model is proposed in which a damage function is defined and used in parallel with the yield function to predict the deformation of natural loess during loading and wetting.
引用
收藏
页码：143 / 146
页数：4
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