摘要
在典型地段应用考虑Biot固结理论的三维数值模拟计算方法进行了复合地基的沉降特性研究,研究结果可为CFG桩设计与施工提供依据,积累了CFG桩相关原始数据,从而推动地基处理技术的发展。
The settlement of composite foundation is studied by means of 3-D numerical simulation methods considering Blot consolidation theory in the typical section. The results prove may order to provide the basis for design and construction of CFG pile, as well as to accumulate CFG pile relevant raw data, so as to promote the foundation treatment.
出处
《山西建筑》
2009年第24期106-107,共2页
Shanxi Architecture
关键词
高速铁路
复合地基
沉降
三维数值模拟
high-speed railway, composite foundation, settlement, 3-D numerical simulation
