干密度和温度对冻结膨胀土单轴压缩特性影响的试验研究
马文鑫1(
), 张勇敢1, 刘斯宏1,2, 郑军威1, 凤良3, 鲁洋1,2()
), 张勇敢1, 刘斯宏1,2, 郑军威1, 凤良3, 鲁洋1,2()
Experimental study on the influence of dry density and temperature on the uniaxial compression characteristics of frozen expansive soil
Wenxin MA1(), Yonggan ZHANG1, Sihong LIU1,2, Junwei ZHENG1, Liang FENG3, Yang LU1,2()
), Yonggan ZHANG1, Sihong LIU1,2, Junwei ZHENG1, Liang FENG3, Yang LU1,2()
图1. 各温度工况不同干密度下的单轴压缩应力-应变关系
Fig. 1. Uniaxial compressive stress-strain relationship at different dry densities for different temperatures
