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干湿循环条件下膨胀土力学性能试验研究
引用本文:慕现杰,张小平.干湿循环条件下膨胀土力学性能试验研究[J].岩土力学,2008,29(Z1):580-582.
作者姓名:慕现杰  张小平
作者单位:南京航空航天大学 土木工程系,南京 210016
摘    要:对江苏222省道南徐路拓宽改造工地现场的膨胀土进行干湿循环的试验研究,包括直剪试验和无侧限抗压强度试验,分析了试验数据,从而得到膨胀土随干湿循环强度的变化规律,可为实际工程需要提供可靠的数据。

关 键 词:膨胀土  干湿循环  直剪  无侧限抗压强度  
收稿时间:2008-07-25

Research on mechanical properties of expansive soil under wetting-drying cycle
MU Xian-jie,ZHANG Xiao-ping.Research on mechanical properties of expansive soil under wetting-drying cycle[J].Rock and Soil Mechanics,2008,29(Z1):580-582.
Authors:MU Xian-jie  ZHANG Xiao-ping
Institution:Department of Civil Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 210016
Abstract:Wetting-drying cycle in expansive soil is studied by experiments,and the expansive soil is borrowed from construction site of widening alteration of Jiangsu No.222 provincial road.The experiments include direct shear test and unconfined compressive strength test.Through analyzing the experimental data,the change law of expansive soil with the strength of wetting-drying cycle is found out.The experiments can supply the reliable data for practical engineering.
Keywords:expansive soil  wetting-drying cycle  direct shear  unconfined compressive strength  
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