A simplified three-dimensional constitutive model for seismic modeling of dense sands

Author:

Numanoglu Ozgun A.ORCID,Hashash Youssef M.A.ORCID,Olson Scott M.,Cerna-Diaz Alfonso,Rutherford Cassandra J.,Bhaumik Lopamudra,Centella R Dylan M.,Weaver Thomas

Funder

U.S. Nuclear Regulatory Commission

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference89 articles.

1. Verification of liquefaction analysis by centrifuge studies laboratory testing program soil data. Technical Rep;Arulmoli,1992

2. Numerical simulations of site response and seismic settlements at Kashiwazaki-Kariwa nuclear power plant;Bayudanto,2019

3. UBCSAND constitutive model: version 904aR. Documentation report:UBCSAND constitutive model on itasca UDM web site;Beaty,2011

4. Element-level behavior of dense coarse grained soils under multidirectional dynamic loading;Bhaumik,2018

5. Effect of specimen preparation on volumetric behavior of sands under cyclic multidirectional shear;Bhaumik;Geotech Test J,2019

Cited by 1 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. Centrifuge and Numerical Modeling of the Seismic Response of Buried Water Supply Reservoirs;Journal of Geotechnical and Geoenvironmental Engineering;2024-03

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