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1)  hard shell
硬壳
1.
However, the traditional method will be applied merely after the hard shell appears ,which will last almost a whole year leaving the soil in the sun .
但是传统的真空预压方法需要将吹填土晾晒一年左右的时间,待表面形成硬壳才能进行施工,真空预压一般需要九十天左右的时间,这已经不能满足某些建设项目的进度要求,需要研究加速土体固结的措施。
2.
The paper is based on a series of research on physical and mechanical properties of hard shell pumice aggregate and a new type lightweight hollow concrete block.
浮石是一种产自火山的天然岩石,在我国东北及华北地区储量巨大,本文对硬壳浮石及其混凝土空心砌块的物理力学性能进行了系统的试验研究。
2)  crust layer
硬壳层
1.
The foam glass with crust layer on the surface of the foam layer had been studied.
研究了在泡沫层表面生成一层硬壳层的泡沫玻璃 ,硬壳层的合适厚度范围是 1。
2.
The paper relates to study on a foam glass and a crust layer which covers surface of thefoam layer, The foam glass having crust layer improved in machanical capability.
本文涉及到在泡沫层表面生成一层硬壳层的泡沫玻璃的研究,其主要改进了无硬壳层泡沫玻璃的机械性能。
3)  dry crust
硬壳层
1.
Numerical analysis of vertical additional stress spreading on soft clay foundation with dry crust;
硬壳层软土地基竖向附加应力扩散的数值分析
2.
Calculation of proportional limit load for soft clay foundation involving the effect of dry crust;
考虑硬壳层作用的软土地基临塑荷载计算
4)  hard crust
硬壳层
1.
Study of characters and formation mechanism of hard crust on tidal flat of Yellow River estuary;
黄河三角洲粉质土硬壳层特征及成因研究
2.
The presence of hard crust lying on soft soil foundation changes the mechanics characteristic of soft soil foundation.
软土地基上硬壳层的存在,改变了软土地基的受力特征。
3.
Combined with the observation results from the experimental engineering of the Hefei - Xuzhou Expressway, an appraisal was made of the property of the hard crust under the road dyke.
结合合肥—徐州高速公路试验工程的观测结果,对高路堤下的厚硬壳层的特性进行了评价。
5)  hard shell dam
硬壳坝
1.
Using traditional calculating ways,it is impossible to obtain precise result of stress distribution and deform of hard shell dam.
硬壳坝由多种材料构成,用传统的计算方法其结果无法准确的反映坝体各部位的应力、变形情况。
6)  hard shell course
硬壳层
1.
Meanwhile, the effect of hard shell course on the settlement and lateral displacement of the soft ground and the reflection on the soil pres- sure are analyzed.
介绍了采用砂垫层对软土地基进行处理的现场观测成果,同时探讨了硬壳层对软基的沉降和水平侧向位移的影响及其在土压力上的反映。
2.
The hard shell course on soft clay foundation has such characters as stress distribution,back berm,lagging behind of settlement and closed action.
天然双层软土地基上的硬壳层具有应力扩散、反压护道、沉降滞后和封闭作用等特征。
补充资料:硬壳

yìngké

[duricrust] 由于含矿地下水向上移动和蒸发作用,在地表或靠近地表处所形成的硬壳

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