Deformation Patterns of Reinforced Foundation Sand at Failure
Author:
Affiliation:
1. Professor, Dept. of Civil and Environmental Engineering, Univ. of Michigan, 2340 G.G. Brown Building, Ann Arbor, MI 48109-2125.
2. Director, National Marketing, World Financial Group, Inc., 11315 Johns Creek Parkway, Duluth, GA 30097.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Geotechnical Engineering and Engineering Geology,General Environmental Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282003%29129%3A6%28439%29
Reference20 articles.
1. Large Model Spread Footing Load Tests on Geosynthetic Reinforced Soil Foundations
2. Anandan P. (1987). “A unified perspective on computational techniques for the measurement of visual motion.” Proc. 1st Int. Conf. on Computer Vision London 219–230.
3. Barron J. L. Fleet D. J. Beauchemin S. and Burkitt T. A. (1993). “Performance of optical flow techniques.” Computer Science Dept. Univ. of Western Ontario Ont. Canada.
4. Beauchemin S. and Barron J. L. (1995). Computer program made available at the web site of the Computer Science Dept. Univ. of Western Ontario Ont. Canada.
5. Bearing capacity tests on reinforced earth slabs.;Binquet J.;J. Geotech. Eng.,1975
Cited by 68 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
1. EVALUATION OF BEARING CAPACITY INCREASE FOR WOVEN GEOTEXTILE REINFORCED SOILS IN TERMS OF WIDTH OF FOOTING;Kahramanmaraş Sütçü İmam Üniversitesi Mühendislik Bilimleri Dergisi;2024-06-03
2. Load-sharing mechanism and performance of geosynthetic-reinforced soil under external loading: a review;Geomechanics and Geoengineering;2024-03-19
3. Experimental Evaluation of Relative Soil–Geotextile Displacements Induced by Strip Footing Pressure on a Reinforced Foundation Bed over Soft Subgrade;International Journal of Geosynthetics and Ground Engineering;2023-11-11
4. Experimental study of a 3D printed geogrid embedded with FBG sensor for reinforcement of subgrade with underlying cave;Geotextiles and Geomembranes;2023-10
5. Bearing capacity of shallow strip foundations on reinforced soil subjected to combined loading using upper bound theorem of finite element limit analysis and second-order cone programming;Computers and Geotechnics;2023-08
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