Theoretical and Experimental Investigation into Unsaturated Soil Constitutive Relationship - Preliminary Studies

被引：0
|
作者：
Jakubczyk, Aleksandra [1 ]
Li, Xia [1 ]
Yu, Hai-Sui [1 ]
机构：
[1] Univ Nottingham, Fac Engn, Mat & Mfg Res Div, Nottingham NG7 2RD, England
来源：
RECENT ADVANCES IN MODELING LANDSLIDES AND DEBRIS FLOWS | 2015年
关键词：
unsaturated soil; sand; silt; clay; constitutive model; SWCC; STRESS; MODEL; CLAY; FRAMEWORK; BEHAVIOR;
D O I：
10.1007/978-3-319-11053-0_2
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
This article presents the objective of current research to conduct experimental testing on the chosen set of granular materials composed of sand, silt and clay as the reference test materials used in the project, and to develop the advance constitutive model to predict the stress-strain behaviour of materials with diversified properties.
引用
收藏
页码：11 / 17
页数：7
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