An analytical study of the cone penetration test in clay
Author:
Affiliation:
1. CAD/CAM Specialist, Faculty of Engineering, National University of Singapore 10 Kent Ridge Crescent, Singapore 0511
2. Department of Engineering Science, Oxford University Parks Road, Oxford OX1 3PJ
Abstract
Publisher
Thomas Telford Ltd.
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
https://www.icevirtuallibrary.com/doi/pdf/10.1680/geot.1991.41.1.17
Cited by 323 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. Numerical Study of the Piezocone Test in Sandy Soil under Different Drainage Conditions Using a Hypoplastic Constitutive Model;International Journal of Geomechanics;2024-04
2. Study on Pile-End Resistance of Static Pile with Different Cone Apex Angle in Clay;2024-02-05
3. Design and application of dynamic seabed penetrators in offshore geotechnical engineering: A review;Ocean Engineering;2024-02
4. Quasi-Static Test and Lateral Load-Bearing Capacity of a New Grid Pile Foundation for Long-Span Bridges;Applied Sciences;2024-01-31
5. Strengthening mechanism of plum blossom pile composite foundation;Acta Geotechnica;2024-01-17
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