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主应力偏转角对砂砾料动力特性影响的试验研究
引用本文:付磊,王洪瑾,周景星. 主应力偏转角对砂砾料动力特性影响的试验研究[J]. 岩土工程学报, 2000, 22(4): 435-440
作者姓名:付磊  王洪瑾  周景星
作者单位:北京市水利规划设计研究院!北京;100044;清华大学水电系!北京;100084;
摘    要:利用空心圆柱动扭剪仪研究初始主应力偏转角α0 对一种砂砾料动强度、残余应变发展的影响。试验结果表明初始主应力偏转角α0 对土的动强度、残余孔隙水压力及残余应变的发展都具有不可忽视的重要影响。随着α0 的增大 ,动强度明显降低 ,残余孔隙水压力减小 ,残余应变发展速率加快

关 键 词:主应力偏转角  空心圆柱动扭剪仪  动强度  残余孔隙水压力  残余应变  

Effect of the initial rotation angle of principal stress on the dynamic properties of soil
Fu Lei,Wang Hongjin,Zhou Jingxing. Effect of the initial rotation angle of principal stress on the dynamic properties of soil[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(4): 435-440
Authors:Fu Lei  Wang Hongjin  Zhou Jingxing
Affiliation:Beijing Municipal Institute of Hydraulic Engineering Planning Design and Research Beijing 100044 Department of Hydraulic Engineering Tsinghua University Beijing 100084
Abstract:In this paper,a series of tests on Miyun sand-gravel specimens using a hollow cylinder torsional shear apparatus have been carried out to investigate the effect of α 0(the inital rotation angle of principal stress),p 0(average principal stress)and η 0 (stress ratio )on dynamic strength and pore pressure. The test results show that α 0 has important effects on the dynamic properties of soil. With the increase of α 0,dynamic strength decreases markedly.
Keywords:angle of principal stress rotation  dynamic strength  hollow cylinder torsional shear apparatus  residual pore pressure  residual strain
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