某工程湿陷性黄土的地基处理分析  

On foundation treatment of collapsible loess in some project

作　　者：付宏[1] Fu Hong(Taiyuan Housing Security Center,Taiyuan 030001,China)

机构地区：[1]太原市住宅保障中心,山西太原030001

出　　处：《山西建筑》2020年第18期83-84,共2页Shanxi Architecture

摘　　要：结合某工程实例,根据对多次改进的挤密法消除湿陷的结果分析,从技术角度和管理角度分别指出挤密法处理湿陷应该注意的重要环节,针对湿陷性黄土物理力学性质的差异,采取处理措施的变通,从而达到理想的效果,为类似工程提供参考。Combining with some engineering example,the paper indicates the attentive steps with the compacting method in dealing with the collapses from the technical and management aspects according to the result analysis of the compacting method which is improved many times to get rid of the collapses,and adopts some alterations for the treatment for the differences in the physical dynamic property of the collapsible loess,so as to achieve the ideal effect and provide some reference for similar projects.

关 键 词：湿陷性黄土 挤密法 含水率 

分 类 号：TU444[建筑科学—岩土工程]