| 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,陆培毅.几种单桩竖向极限承载力预测模型的对比分析[J].岩土力学,2002,23(4):428-431,464. |
| |
| 作者姓名： | 邓志勇 陆培毅 |
| |
| 作者单位： | 天津大学建筑工程学院,天津,300072 |
| |
| 摘 要： | 主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了对比分析，提出了适于天津市区的单桩极限承载力预测模型。
|
| 关 键 词： | 桩 极限承载力 预测模型 双曲线模型 指数曲线模型 |
| 文章编号： | 1000-7598-(2002)04-0428-05 |
Comparison and analysis of several predicting models of ultimate bearing capacity of single pile |
| |
| DENG Zhi-yong,LU Pei-yi.Comparison and analysis of several predicting models of ultimate bearing capacity of single pile[J].Rock and Soil Mechanics,2002,23(4):428-431,464. |
| |
| Authors: | DENG Zhi-yong LU Pei-yi |
| |
| Abstract: | Several common predicting models that determine the ultimate bearing capacity of single pile have been contrasted and analyzed in this paper referring to the data of drilled pile static load experiment in Tianjin.The model for predicting ultimate bearing capacity of single pile suited to Tianjin urban districts was proposed. |
| |
| Keywords: | pile ultimate bearing capacity predicting model |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
