Lateral Capacity of Skirted Footing Resting on Level Ground
Author:
Publisher
Springer Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-16-5673-6_5
Reference14 articles.
1. Bransby MF, Randolph MF (1998) Combined loading of skirted foundations. Geotechnique 48(5):637–655
2. Byrne BW, Houlsby GT (2002) Experimental investigations of the response of suction caissons to transient vertical loading. J Geotech Geoenviron Eng 128(11):926–939
3. Dewoolkar MM, Hwang J, Ko HY (2008) Physical and finite element modeling of lateral stability of offshore skirted gravity structures subjected to iceberg impact load. Ocean Eng 35(16):1615–1626
4. Gourvenec S, Randolph MF (2010) Consolidation beneath skirted foundations. Int J Geomech 10(1):22–29
5. Tani K, Craig WH (1995) Bearing capacity of circular foundations on soft clay of strength increasing with depth. Soils Found 35(4):21–35
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
1. Skirted Footing for Enhancing Load Carrying Capacity;Geo-Congress 2023;2023-03-23
2. Enhancing the Ability of The Square Footing to Resist Positive and Negative Eccentric Inclined Loading Using an Inclined Skirt;E3S Web of Conferences;2023
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