Finite Element Analysis for Bearing Capacity of Rectangular Footing Resting Near Sloped Cohesive Soil

Author:

Abbas Jawdat K.,Sabbar Ayad S.

Abstract

Finite element method is used to investigate the ultimate bearing capacity of rectangular footing resting on cohesive soil near slope. The effect of footing aspect ratio (L/B), distance ratio (b/B), and slope angle (β) on the bearing capacity are calculated. A new reduction factor (Rs) is proposed to compute the ultimate bearing capacity for rectangular footing adjacent to slope of cohesive soil from ultimate bearing capacity for similar rectangular footing resting on ground level of cohesive soils. This study shows that the ultimate bearing capacity for rectangular footing adjacent to slope of cohesive soils decreases when slope angle (β) and aspect ratio (L/B) increases.  Also the ultimate bearing capacity increases when the distance ratio (b/B) increases. Finally, the effect of slope diminishes as the distance ratio (b/B) equal, or exceeds 0.75

Publisher

Tikrit University

Reference10 articles.

1. Sud, V. K, (1984) ” Behavior of Shallow Foundation Adjacent To Slope” Ph.D Thesis University of Roorke (India).

2. Meyerhof, G.G., (1957) ”The Ultimate Bearing Capacity of Foundations on Slopes”, proc.4th Conf. on Soil Mech. and Found Eng., vol.1, pp 384-386

3. Hovland, H.J (1977) ” Three- dimensional slope stability analysis method ” J. Geotech. Eng., Div. Am. Soc. Civ. Eng. 103,971-986

4. Chen, R.H. and Chameau, J. L. (1982) ” Three- dimensional limit equilibrium analysis of slopes’’ Geotechnique 32, No.1, 31-40

5. Baligh, M. M. & Azzouz, A. S. (1975) ”End Effect on Stability of Cohesive Slope’’ J. Geotech. Eng., Div., Am .Soc, Civ. Eng. 101, 1105-1117.

Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3