self weight collapse loess 自重湿陷性黄土
collapse loess area 湿陷性黄土
non-collapse loess 非湿陷性黄土
collapse loess ground 湿陷性黄土地基
deadweight collapse loess 自重湿陷黄土
gravity damping collapse Loess 自重湿陷黄土
collapse loess with large thickness 大厚度自重湿陷性黄土
self-weight collapse loess foundation 自重湿陷性黄土地基
Common used measures in design of buildings in collapse loess area are mainly focused in three aspects: foundation treatment, waterproofing, and structure.
对湿陷性黄土区的建筑物，其设计措施通常可采取：地基处理措施、防水措施和结构措施三种。
Hence, as for as the result of its deformation is concerned, collapse loess upon wetting at a state of certain stress is equivalent to that with applied extra load.
因此，单就其变形的后果而言，湿陷性黄土在一定应力状态下的浸水增湿与对黄土施加附加力荷载有等效作用。
The treatment effects of collapse loess using heavy hamper and low fall and light hamper and high fall dynamic consolidation construction methods are made a comparison.
比较了重锤低落与轻锤高落强夯法处理湿陷性黄土地基的效果 ，从地质概况、设置要求、加固效果几方面进行了论述 ，指出强夯法具有一定的推广价值。
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