NUMERICAL ANALYSES OF UNIFORMLY LOADED CIRCULAR RAFTS ON DEEP ELASTIC FOUNDATIONS

被引：55

作者：

BROWN, PT

机构：

[1] Department of Civil Engineering, University of Sydney

来源：

GEOTECHNIQUE | 1969年 / 19卷 / 03期

关键词：

D O I：

10.1680/geot.1969.19.3.399

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

The Paper considers several methods of determination of reaction distributions and bending moment distributions for uniformly loaded smooth circular rafts of any flexibility on a deep isotropic elastic foundation material. A method of analysis which makes use of integral transforms and collocation is presented. This method is believed to be the first which combines high accuracy of results with small volume of calculation. Numerical values of bending moment for a variety of cases are presented. © 1969, Thomas Telford Ltd. All rights reserved.

引用

页码：399 / &