1) lime-soil cushion
灰土垫层
1.
In this essay,by making the contrast between cone penetration practice,static loading practice and penetration practice,a instrument-oriented test formula of lime-soil cushion bearing capacity has been derived,it has an actual significance for easy,quick and reliable tests and assesses on lime-soil cushion bearing capacity.
通过静力触探、静载荷试验与贯入法的对比试验,导出了应用地基承载力现场检测仪检测灰土垫层承载力的公式,对于简便、快捷、准确地检测和评价垫层承载力具有重要意义。
2) lime-flyash-soil cushion
二灰土垫层
1.
The optimum mixture ratio of lime-flyash-soil cushion is determined through the analysis of physical and mechanical properties of lime-flyash-soil samples with different mixture ratios.
介绍了粉煤灰在建筑工程地基处理中的应用工程实例 ,通过对不同配合比的二灰土试样的物理、力学性能分析 ,确定二灰土垫层的最佳配合比。
3) reinforced lime-soil cushion
加筋灰土垫层
1.
Up till now,the theories of reinforced cushion cannot meet the needs of practice,the designing method of reinforced lime-soil cushion attracts most researchers’ attention.
目前,加筋垫层的工程实践超前于其理论研究,桩顶加筋灰土垫层设计方法受到普遍关注。
4) Fly-ash modified loess liner
粉煤灰改性黄土垫层
5) Ashes pad plywood model
炉灰垫层
6) soil-bedding method
土垫层法
1.
The common method for treating collapsible loess foundation is soil- bedding method, but because the site is limited in actual construction and the plane treatment scope can t satisfy the requirements of the norms, the lime- soil pile is used as a subsidiary one to cover the shortage of the soil- bedding method.
处理湿陷性黄土地基最常用的方法是土垫层法,但实际工程中由于场地有限,平面处理范围不能满足规范要求,于是采用灰土桩辅助土垫层法来弥补这一不足。
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