• 主题
高级搜索  >
历史搜索 清空历史
首页> 外文期刊>International journal of critical infrastructure >A comparative study of ultimate bearing capacity of shallow rectangular footing subjected to eccentrically inclined loads
【24h】

A comparative study of ultimate bearing capacity of shallow rectangular footing subjected to eccentrically inclined loads

机译：A comparative study of ultimate bearing capacity of shallow rectangular footing subjected to eccentrically inclined loads

获取原文
获取原文并翻译 | 示例
           
页面导航
  • 摘要
  • 著录项
  • 相关主题

摘要

This study is presented for model tests conducted to calculate the ultimate bearing capacity (UBC) of eccentrically inclined loaded rectangular foundation on sand. Various parameters were investigated in this study included depth of embedment (D_f/B), eccentricity (e / B) and the angle of inclination of applied loads (α). In the present study, the reduction factor is calculated as the ratio of UBC of rectangular footing subjected to eccentric and inclined load at any embedment depth to the UBC of the same footing under similar conditions but subjected to axial centric load. The reduction factor was compared with those based on the previous bearing capacity studies in this area. This comparison appears to be reasonably well. Furthermore, numerical analysis on the prototype footing was directed using commercial finite element method-based software PLAXIS 3D to authenticate the test results. A very close agreement was found between experimental and numerical analysis.

著录项

获取原文

客服邮箱：kefu@zhangqiaokeyan.com

京公网安备：11010802029741号 ICP备案号：京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有

  • 客服微信

  • 服务号