Pile Driving Analysis for Top Hammering and Bottom Hammering
Author:
Affiliation:
1. Assistant Professor, School of Civil, Urban, and Geosystems Engineering, Seoul National Univ., Seoul 151-742, S. Korea.
2. Holt Chair Professor, Dept. of Petroleum Engineering, Texas A&M Univ., College Station, TX 77843-3116.
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%282002%29128%3A2%28174%29
Reference15 articles.
1. Piles in Sand: A Method Including Residual Stresses
2. Brown R. A. and Coyle H. M. (1972). “Soil parameters required to simulate the dynamic lateral response of model piles in stiff sand clay.” Proc. Offshore Technology Conf. paper OTC 1695.
3. Choe J. and Juvkam-Wold H. C. (1997). “Unconventional method of conductor installation to solve shallow water flow problems.” Proc. SPE Annual Technical Conf. Exhibition paper SPE 38625.
4. Dutt R. N. Doyle E. H. Collins J. T. and Ganguly P. (1995). “A simple method to predict soil resistance to driving for long piles in deepwater normally consolidated clays.” Proc. Offshore Technology Conf. paper OTC 7668.
5. Edwards T. C. (1969). “Pile analysis wave equation computer program manual.” Research Rep. No. 33-11 Texas A&M University College Station Tex.
Cited by 4 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. Analytical solutions of soil plug behaviors in open-ended pile driven by impact load;Acta Geotechnica;2023-02-17
2. Evaluation of bearing capacity of PHC pipe piles via the dynamic and static loading test;Frontiers in Earth Science;2023-02-09
3. Soil Resistance during Driving of Offshore Large-Diameter Open-Ended Thin-Wall Pipe Piles Driven into Clay by Impact Hammers;Computers and Geotechnics;2023-01
4. An intelligent hammer: A novel concept for automating nail and pile driving;Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science;2005-01-01
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