首页 | 本学科首页   官方微博 | 高级检索  
     

软岩地基上柱下独立基础尺寸对基础承载力影响的有限元分析
引用本文:方昕.软岩地基上柱下独立基础尺寸对基础承载力影响的有限元分析[J].重庆建筑,2012(3):45-49.
作者姓名:方昕
作者单位:重庆美的家装饰工程有限公司,重庆400012
摘    要:山区建筑柱下独立基础的设计施工中常常会遇到软岩地基的情况,为了探讨这类情况下基础的尺寸效应影响及其与常规的土质地基的区别,采用有限元数值方法对不同基底尺寸下软岩地基上柱下独立基础的承载力进行了研究,得出了相关结论,可作为相关工程实践有益的参考。

关 键 词:山区  软岩地基  柱下独立基础  承载力  有限元

Finite Element Influence of Single Shallow Foundation Bottom Size under Soft-Rock upon Foundation's Bearing Capacity
Authors:Fang-Xin
Abstract:Soft rock sub-grade is very popular in the design and construction of mountainous building single foundation under the column.In order to research the differences of such kind of foundation's size influence between normal soil sub-grade circumstances,finite element method is used to analysis bearing capacity of single foundation under the column with different bottom size.Corresponding results are obtained so as to provide useful references for the related engineering practices.
Keywords:mountainous area  soft rock sub-grade  single foundation under the column  bearing capacity  finite element method
本文献已被 CNKI 维普 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号