用新的灰关联理论模型分析嵌岩桩承载特性  

Analyze bearing characteristics of socketed pile with new grey relationship theory model

作　　者：范国颂 曾召田[2] 文红宇[2] 陈川亮[2] 

机构地区：[1]广西水利科学研究所,广西南宁530023 [2]广西大学,广西南宁530004

出　　处：《广西水利水电》2006年第1期55-57,共3页Guangxi Water Resources & Hydropower Engineering

摘　　要：根据灰色系统理论中灰关联分析的方法,引用灰关联分析的一种新的理论模型,应用于嵌岩桩承载特性的分析,并与邓聚龙教授提出的公式计算所得的结果进行比较,说明桩侧土阻力对嵌岩桩承载力有显著的贡献。According to the grey relationship analysis method of grey system theory, a new grey relationship theory model is applied in the analysis of bearing characteristics of socketed pile, and the outcome is compared with the results of calculation conducted with professor DENG Ju-long s formula. It is demonstrated that pile lateral soil resistance contribute significantly to the bearing capacity of socketed pile.

关 键 词：灰关联分析 嵌岩桩 承载特性 

分 类 号：TU473.11[建筑科学—结构工程]