某办公楼湿陷性黄土地基处理  

Talking about collapsible loess foundation treatment of an office building

作　　者：冯志糜[1] 

机构地区：[1]山西省水利水电勘测设计研究院

出　　处：《山西建筑》2010年第36期110-111,共2页Shanxi Architecture

摘　　要：以某办公楼工程为例,结合现行GBJ 25-90湿陷性黄土地区建筑规范,研究了边山地带湿陷性黄土特性,阐述了该地区湿陷性黄土的地基处理的基本原则和方法,并对灰土挤密桩法进行了研究分析,通过对灰土挤密桩复合地基进行检测,证明灰土挤密桩方案是切实有效的。With an office building engineering as an example, integrating with GBJ25-90 code for building construction in collapsible loess zone, this thesis studies loess features in mountain region, expounds foundation treatment basic principle and methods in this collapsible loess area, and studies lime-soil compaction pile method. By detecting compound foundation with lime-soil compaction pile, it proves that： lime-soil compaction pile scheme is feasible.

关 键 词：湿陷性黄土 剩余湿陷量 灰土挤密桩 平板载荷试验 

分 类 号：TU475.3[建筑科学—结构工程]