Methods for Estimating the Ultimate Bearing Capacity of Layered Foundations

被引：0

作者：

袁凡凡

闫澍旺

机构：

[1] China

[2] Institute of Rock and Soil Mechanics

[3] School of Civil Engineering Chinese Academy of Sciences

[4] Tianjin 300072

[5] Tianjin University

[6] Wuhan 430071

来源：

Transactions of Tianjin University | 2003年 / 04期

关键词：

ultimate bearing capacity; layered foundations; Meyerhof and Hanna′s method;

D O I：

暂无

中图分类号：

TU470 [地基和基础的理论和计算];

学科分类号：

081401 ;

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.

引用

页码：330 / 333

页数：4

共 6 条

[1] Experimental study of punching coefficients and shape factor for two layered soils. Valsangkar A J,Meyerhof G G. Canadian Geotechnical Journal . 1979
[2] Design charts for ultimate bearing capacity of foundations on sand overlying soft clay. Meyerhof G G,Hanna A M. Canadian Geotechnical Journal . 1980
[3] Bearing capacity of foundations on a weak sand layer overlying a strong deposit. Hanna A M. Canadian Geotechnical Journal . 1982
[4] Bearing Capacity of Footings Under Vertical and Inclined Loads on Layered Soils. Hanna A M. . 1978
[5] Ultimate bearing capacity of foundations on a three-layer soil. Meyerhof G G,Hanna A M. Canadian Geotechnical Journal . 1979
[6] Principle and Calculation of Geotechnics. Qian Jiahuan,Yin Zongze. . 1996

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