摘要
湿陷性黄土以粉土颗粒为主,可以想办法降低黄土的湿陷性,以提高地基承载建筑物(构筑物)的能力,目的是为了防止建筑物沉降。一般常用的是强夯法和灰土挤密桩法。本文就灰土挤密桩法的加固机理和施工等进行了分析阐述。
The collapsible loess is based on silt particle, so you can think of a way to reduce the col apsibility of loess, so as to improve bearing ability of the foundation of the buildings (structures), and the purpose is to prevent the building set-lement. the common methods are the dynamic compaction me-thod and lime soil compaction pile. In this paper, the reinfo-rcement mechanism and construction of lime soil compaction pile method are analyzed.
出处
《城市建筑》
2014年第29期129-130,共2页
Urbanism and Architecture
关键词
灰土挤密
湿陷性黄土
lime soil compaction
col apsible loess