摘要
对碎石桩复合地基进行了有限元数值模拟分析 ,研究了桩、土应力比分布间的关系。对复合地基模型的计算值与现场实测值进行了比较 ,得出了几点有益的结论。
In this paper the stress ratio of pile and ground and stress distribution are carried out based on finite element numerical simulation analysis for composite foundation of the gravel compaction pile. With comparison analysis between calculation results and measured value several favorable conclusions are drawn.
出处
《山西建筑》
2003年第11期34-35,共2页
Shanxi Architecture
关键词
碎石桩
复合地基
数值模拟
有限元
有效桩长
gravel compaction pile, composite foundation, effective length of pile
