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几种单桩竖向极限承载力预测模型的对比分析
引用本文:邓志勇,陆陪毅.几种单桩竖向极限承载力预测模型的对比分析[J].工业建筑,2002,32(7):43-46,70.
作者姓名:邓志勇  陆陪毅
作者单位:天津大学,建筑工程学院,天津,300072
摘    要:结合天津市钻孔灌注桩静载荷试验资料 ,对几种常用的单桩极限承载力预测模型进行对比分析 ,提出了适于天津市区的单桩极限承载力预测模型

关 键 词:  极限承载力  预测模型

CONTRAST ANALYSIS OF THE PRETECTION MODELS FOR THE VERTICAL ULTIMATE BEARING CAPACITY OF SINGLE PILE
Deng Zhiyong Lu Peiyi.CONTRAST ANALYSIS OF THE PRETECTION MODELS FOR THE VERTICAL ULTIMATE BEARING CAPACITY OF SINGLE PILE[J].Industrial Construction,2002,32(7):43-46,70.
Authors:Deng Zhiyong Lu Peiyi
Abstract:Several common predicting model that determine the ultimate bearing capacity of single pile have been contrasted and analyzed, referring to the data of drilling and pouring pile static load experiment in Tianjin. The model for predicting ultimate bearing capacity of single pile suited to Tianjin area is proposed.
Keywords:pile ultimate bearing capacity predicting model
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