摘要
结合工程概况,介绍了榆次晋商国际商务中心CFG桩的检测过程,并对其检测结果进行了分析,分析了造成缩颈的原因,并对土工筋带砂石垫层的处理方法进行了阐述,以保证复合地基的承载力。
Combined with general engineering situations testing process of composite foundation of CFG pile of Jinshang International Business Center in Yuci is introduced as well as testing results.Based upon analysis of necking causes of pile corresponding treatment is introduced in order to ensure bearing capacity of composite foundation.
出处
《山西建筑》
2007年第7期122-123,共2页
Shanxi Architecture
关键词
CFG桩
承载力
复合地基
土工筋带
CFG pile
bearing capacity
composite foundation
soil work special belt
