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重塑黏土侧向应力变化的试验研究
引用本文:陈龙飞,王国体.重塑黏土侧向应力变化的试验研究[J].合肥工业大学学报(自然科学版),2012,35(7):957-960.
作者姓名:陈龙飞  王国体
作者单位:合肥工业大学土木于水利工程学院,安徽合肥,230009
基金项目:试验数据源于国家大学生创新试验项目
摘    要:文章通过室内试验,对重塑黏土在不同含水量、不同排水条件和不同加载过程中的侧向应力情况进行了系统研究,分析了影响侧应力系数变化的条件,揭示了重塑黏土侧应力系数的变化规律。试验结果表明:加载情况下,侧应力系数的变化过程与孔隙压力增量的变化过程一致;土体在固结完成时,侧应力系数与饱和度呈正比例线性关系。

关 键 词:重塑黏土  侧向应力  侧应力系数  孔隙压力  饱和度

Experimental research on the change of lateral stresses in rebuilt clays
CHEN Long-fei , WANG Guo-ti.Experimental research on the change of lateral stresses in rebuilt clays[J].Journal of Hefei University of Technology(Natural Science),2012,35(7):957-960.
Authors:CHEN Long-fei  WANG Guo-ti
Institution:(School of Civil and Hydraulic Engineering,Hefei University of Technology,Hefei 230009,China)
Abstract:Based on the laboratory experiment,the lateral stress in rebuilt clays is systematically studied with regard to different moisture content,drainage conditions and loading circles.Meanwhile,the conditions influencing the parameter of the lateral stress are analyzed,and the change rule of the parameter is revealed.The results show that the parameter of the lateral stress changes with the increment of the pore pressure under the loading and the parameter is directly proportional to the saturation degree when the consolidation process is finished.
Keywords:rebuilt clay  lateral stress  parameter of lateral stress  pore pressure  saturation degree
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