Methods for Estimating the Ultimate Bearing Capacity of Layered Foundations  

作　　者：袁凡凡 闫澍旺 

机构地区：[1]Institute of Rock and Soil Mechanics [2]School of Civil Engineering

出　　处：《Transactions of Tianjin University》2003年第4期330-333,共4页天津大学学报（英文版）

摘　　要：The Meyerhof and Hanna′s(M-H) method to estimate the ultimate bearing capacity of layered foundations was improved. The experimental results of the load tests in Tianjin New Harbor were compared with predictions with the method recommended by the code for the foundations of harbor engineering, i.e. Hansen′s method and the improved M-H method. The results of the comparisons implied that the code and the improved M-H method could give a better prediction.The Meyerhof and Hanna′s(M-H) method to estimate the ultimate bearing capacity of layered foundations was improved. The experimental results of the load tests in Tianjin New Harbor were compared with predictions with the method recommended by the code for the foundations of harbor engineering, i.e. Hansen′s method and the improved M-H method. The results of the comparisons implied that the code and the improved M-H method could give a better prediction.

关 键 词：ultimate bearing capacity layered foundations Meyerhof and Hanna′s method 

分 类 号：TU470[建筑科学—结构工程]