基础梁板的各种地基的近似统一模型探讨

重庆交通大学学报（自然科学版） ›› 1995, Vol. 14 ›› Issue (2): 94-102.

基础梁板的各种地基的近似统一模型探讨

王多银

重庆交通学院水港工程系

收稿日期:1994-07-15 修回日期:1995-01-10 出版日期:1995-06-15 发布日期:2015-04-15
作者简介:王多银,男,29岁,讲师

The Study on the Approximate and Univied Calculation Model of Various Elastic Foundation for Foundation Beam

Wang Duoyin

Department of Harbour and channel Engineering

Received:1994-07-15 Revised:1995-01-10 Online:1995-06-15 Published:2015-04-15

摘要/Abstract

摘要： 本文根据荷载在各种地基土中所产生的理论上的附加应力的分布和扩散规律，并结合实际工程中所出现的地基沉降现象，提出了用荷载传播角把各种地基用同一近似计算模型统一起来，以此计算各种地基上的基础梁板。

关键词: 基础梁板, 荷载传播角, 三角形分布, 有效有限压缩层

Abstract: Based on the distributio n and spreading laws of the theoretical subsidary stress produced in varioussoil by foad,and combiming with the foundation settlement phenomenon in project.The umified calcula-tional model of various foundation is put forth by using load-transmission angle. On account of whichthe uifluence of load to the internal force of foundation beam may be calculated.

Key words: foundation beam, load-transmission angle, spreading of stress in triangle, effective limitedcompresible layer

中图分类号:

TU470.3

王多银. 基础梁板的各种地基的近似统一模型探讨[J]. 重庆交通大学学报（自然科学版）, 1995, 14(2): 94-102.

Wang Duoyin. The Study on the Approximate and Univied Calculation Model of Various Elastic Foundation for Foundation Beam[J]. Journal of Chongqing Jiaotong University(Natural Science), 1995, 14(2): 94-102.