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.
出处
《山西建筑》
2010年第36期110-111,共2页
Shanxi Architecture
关键词
湿陷性黄土
剩余湿陷量
灰土挤密桩
平板载荷试验
collapsible loess, residual collapse loess, lime-soil compaction pile, Plate Load Test（PLT）
