人民长江2015，Vol.46Issue(10)：52-55,4.DOI:10.16232/j.cnki.1001-4179.2015.10.013
含砂高液限黏土统计损伤硬化模型研究
Study of statistical damage hardening model of arenaceous high liquid limit clay
魏樯1
作者信息
- 1. 中国电建集团昆明勘测设计研究院有限公司,云南 昆明650051
- 折叠
摘要
Abstract
At present, the application of statistical damage theory in soil constitutive model is still in an initial stage. Through conventional physical and drained triaxial consolidation tests on arenaceous high liquid limit clay, the axial stress-strain curves and volumetric strain-axial strain curves under different confining pressures are obtained. Based on the damage theory and as-sumption that the micro-unit of the soil obeys Weibull distribution, a statistical damage constitutive model is established. By comparing the computational results with test results, the rationality of the new model and its applicability to the stress-strain re-lation of hardening soil are proved. On this basis, the relationship of Weibull distribution parameters with stress-strain curves and damage-strain curves are discussed, the results would provide reference for the engineering application in arenaceous high liquid limit clay area.关键词
含砂高液限黏土/固结排水三轴试验/统计损伤/模型参数Key words
arenaceous high liquid clay/drained triaxial consolidation test/statistical damage/model parameter分类
建筑与水利引用本文复制引用
魏樯..含砂高液限黏土统计损伤硬化模型研究[J].人民长江,2015,46(10):52-55,4.
