1) compacted cohesive plain fill
夯后粘性素填土
2) cohesive backfill
粘性填土
1.
Up to now the theory of Rankine earth pressure is not widely used in the condition of retaining walls of cohesive backfill with an inclined surface.
当挡土墙后填土为倾斜面粘性填土时 ,朗肯土压力理论应用不多 。
3) tamped filled-soil
夯实填土
1.
According to the principles of similar models,the failure characteristics of a tamped filled-soil slope under continual rainfall of 7 days and strong rainfall of 2 hours later are studied by indoor experiments in a large experiment box,and the result is compared with that without rainfall.
依据相似模型原理,通过室内大型试验箱试验模拟了7 d持续降雨及随后2 h强降雨条件下夯实填土边坡的变形、破坏特性,并与非降雨条件下的结果作了对比分析,探讨了此类边坡在降雨前、后的破坏模式,指出夯实填土边坡在降雨前取平面–凸弧面组合破坏模式,降雨后取平面–悬链面(一支)组合破坏模式,它们均为复杂破坏模式,以往近似地沿用圆弧破坏模式对其进行稳定性分析和支护参数的计算是不尽合理的。
4) puddled clay
夯实粘土
5) refilled clay
粘性填筑土
1.
By using the statistic method of parameters φ,c, a large quantity of shear strength parameters φ,c of refilled clay is analyzed statistically, and the distribution range of the variation coefficient and correlation coefficient is estabilished.
相关分析表明 ,φ,c变异系数及 φ的方差对所有粘性填筑土均有相同的分布特性 ,即和土的本身强度无关 ;而 c的方差则与 c的大小有较强相关关
6) tamped backfill
回填土夯实
补充资料：夯嘴夯腮
1.形容嘴笨﹐没有口才。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条