Predicting the behaviour of coal wash and steel slag mixtures under triaxial conditions

被引:10
|
作者
Chiaro, Gabriele [1 ]
Indraratna, Buddhima [1 ]
Tasalloti, S. M. Ali [1 ]
机构
[1] Univ Wollongong, Ctr Geomechan & Railway Engn, Wollongong, NSW 2522, Australia
基金
澳大利亚研究理事会;
关键词
generalized plasticity; critical state surface; blended waste material; triaxial conditions; CRITICAL-STATE; GENERALIZED PLASTICITY; CONSTITUTIVE MODEL; SAND; DILATANCY; PARAMETER;
D O I
10.1139/cgj-2013-0476
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The effective reuse and recycling of granular waste materials, namely coal wash (CW) and basic oxygen steel slag (BOS), are economically beneficial and environmentally sustainable. Nevertheless, due to the heterogeneity of these granular waste materials, the ultimate adoption of CW and BOS as structural fills must be supported by constitutive relationships capable of accurately describing the stress-strain behaviour under representative field loading conditions. In this paper, a critical state surface generalized plasticity model is presented, and its predictive capability using an explicit set of soil parameters is demonstrated for drained triaxial compression tests.
引用
收藏
页码:367 / 373
页数:7
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