H 20mm G s 2.72ρd 2.07g/cm3e 0
0.314010.238971
00.050.10.200.851 1.065 1.30500.042550.053250.065250.314010.2580990.2440390.228271
1.1182220.2811980.1576811.175088 4.6728978.333333
试样变形后孔隙比e i 压缩系数a 1--2/MPa-1压缩模量Es/MPa RD2(高县)
试验初始高度土粒比重试样干密度试样初始孔隙比荷载/MPa 试样总变形量/mm 试样相对沉降量S i
0.30.4
1.454 1.481 0.07270.07405 0.2184810.216707 0.0978940.017739 13.4228274.07407