摘要
对粉土在常规三轴仪上用改进的加荷方法进行了多种应力路径的试验,揭示了应力路径对粉土应力应变特性的影响;探讨了粉土的剪胀性以及用常规三轴试验得出的参数能否反映不同加荷路径等问题;推荐了几个合适的本构模型并给出了模型参数.
A variety of stress path experiments are made on silt on con-ventional triaxial apparatus using a modified loading pattern.It reveals theeffects of the stress paths on the stress-strain properties of silt.It also probesnto such problems as silt dilatancy and the reliabilities of using the para-meters obtained from the conventional triaxial experiments for reflecting di-fferent loading paths.And,it recommends several constitutive models suitablefor such silt and gives model parameters.
出处
《青岛建筑工程学院学报》
1992年第2期1-7,共7页
Journal of Qingdao Institute of Architecture and Engineering
关键词
粉土
应力路径
应力应变关系
silt
stress path
stress-strain relation
constitutive model
