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1)  non-gravity wet collapse
非自重湿陷性
1.
Though the application of rammed cement-soil pile in the non-gravity wet collapse loess area,this paper introducted the applied conditions of RCS pile and its strong and weak points in that area.
通过夯实水泥土桩在非自重湿陷性黄土地基中的应用,介绍了夯实水泥土桩的应用条件及其优缺点,并针对具体工程进行了地基承载力验算及地基沉降计算。
2)  Non-self-weight subsidence
非自重湿陷
3)  non-gravity wet subsidence loess
非自重湿陷性黄土
4)  self-weight collapsible
自重湿陷性
1.
8 and 9 Main Canal in Ningxia Guhai Expanding Irrigation Project, some problems about the design of artifical club-footed piles of hydraulic structure at the site of self-weight collapsible loess are discussed in order to provide experiences for the same type of the projects.
结合宁夏固海扩灌八、九干渠渡槽基础设计,就设计人员所关心的自重湿陷性地区水工建筑物人工挖孔扩底桩设计的几个问题进行了探讨,供同类工程借鉴。
5)  loess collapsible under overburden pressure
自重湿陷性黄土
1.
The application and working principle of down-hole dynamic compaction(DDC) in ground treatment of thick loess collapsible under overburden pressure is described,compared with cushion,dynamic compaction,earth pile and lime soil pile based on the analysis of a ground treatment project in the northwest of Shanxi Province.
本文结合晋西北大厚度Ⅲ级自重湿陷性黄土地区地基处理实例,进行了垫层法、强夯法、预浸水法和挤密法等多种地基处理方案的比较,详细地阐述了DDC工法的作用机理、设计方法、施工工艺及其在大厚度自重湿陷性黄土场地中的应用。
6)  self weight collapse loess
自重湿陷性黄土
1.
The mechanism of both deep mixing and jet grouting methods used for improving the foundation of self weight collapse loess is discussed and the bearing capacity analysis method of that foundation improved by them is presented as well.
就深层搅拌法和旋喷注浆法加固自重湿陷性黄土地基的机理和加固后地基承载力的确定方法进行了探讨,认为其加固作用主要是通过桩体将基础的全部荷载传递给位于深层处的非湿陷性土层,加固过程中,桩间土基本没有得到改善。
补充资料:连续性与非连续性(见间断性与不间断性)


连续性与非连续性(见间断性与不间断性)
continuity and discontinuity

11an父ux泊g四f“山。麻以角g、.连续性与非连续性(c。nt,n琳t:nuity一)_见间断性与不间断性。and diseo红ti-
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