1、荷载时间50kpa 100kpa 200kpa 300kpa 400kpa 1600kpa0s 91.3 71.5 57.5 45.6 36.2 72.5压缩模量15s 87.5 71.2 56.3 44.8 35.7 70.5压缩模量1min 86.5 70.9 55.7 43.9 34.9 68.6压缩模量2min 86.0 70.5 55.1 43.3 34.2 67.5压缩模量4min 85.2 70.1 54.4 42.9 33.6 66.5压缩模量6min 85.0 69.9 53.8 42.3 33.1 65.8压缩模量9min 84.1 69.5 53.3 42.0 32.8
2、65.1压缩模量12min 83.9 69.3 53.0 41.7 32.3 64.8压缩模量16min 83.5 68.0 52.8 41.3 32.1 64.3压缩模量20min 83.1 68.8 52.6 41.1 31.9 64.0压缩模量25min 82.9 68.6 52.4 41.0 31.7 63.4压缩模量35min 82.3 68.2 51.9 40.5 31.5 62.4压缩模量45min 81.9 67.9 51.5 40.1 31.1 62.0压缩模量60min 81.5 67.4 51.1 39.9 30.7 61.6压缩模量环刀加土 盒号 盒重 盒+湿土质量 盒+干土质量 含水率 环刀质量176.0 B767 22.51 41.38 39.37 41.6024 小时后读数 内圈原始位置 加 1600kpa 后 24 小时后53.9 0-1 之间 0-9 之间 0-9 之间
