首页 | 本学科首页   官方微博 | 高级检索  
     


Bearing capacity of rectangular footing on reinforced soil
Authors:Arvind Kumar  Swami Saran
Affiliation:(1) Department of Civil Engineering, Regional Engineering College, Jalandhar-, 144011, India;(2) Department of Civil Engineering, Indian Institute of Technology, Roorkee-, 247667, India
Abstract:In the present paper, a method of analysis for calculating the pressure intensity corresponding to a given settlement for a rectangular footing resting on reinforced soil foundation has been presented. The process has been simplified by presenting non-dimensional charts for the various terms used in the analysis, which can be directly used by practicing engineers. An empirical method has been suggested to find out the ultimate bearing capacity of footing on reinforced soil. The results have been validated with large-scale model tests also. The procedure has been made clear by giving an illustrative example. This revised version was published online in July 2006 with corrections to the Cover Date.
Keywords:bearing capacity  non-dimensional charts  rectangular footings  reinforced soil foundations
本文献已被 SpringerLink 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