Effects of physical modeling boundary conditions on the responses of 3 × 3 pile groups to liquefaction induced lateral spreading

Author:

Haeri S. MohsenORCID,Rajabigol Morteza,Salaripour Saman,Kavand Ali,Sayyaf Hiwa,Afzalsoltani Sina,Asefzadeh Arian

Funder

Construction and Development of Transportation Infrastructures Company affiliated with the Ministry of Roads and Urban Development of Iran

Research Deputy of the Sharif University of Technology

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference57 articles.

1. Abdoun T, Dobry R, O’Rourke T, Goh SH (2003) Pile response to lateral spreads: centrifuge modeling. J Geotech Geoenviron Eng 129(10):869–878. https://doi.org/10.1061/(ASCE)1090-0241(2003)129:10(869)

2. AIJ, Architectural Institute of Japan (2001) Recommendations for Design of Building Foundations (in Japanese).

3. API, Recommended Practice for Planning Design and Constructing Fixed Offshore Platforms (2000) 20th Ed. Washington, DC.

4. Ashford SA, Juirnarongrit T, Sugano T, Hamada M (2006) Soil-pile response to blast-induced lateral spreading i: field test. J Geotech Geoenviron Eng 132(2):152–162. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:2(152)

5. Bhattacharya S, Lombardi D, Dihoru L, Dietz MS, Crewe AJ, Taylor CA (2012) Model container design for soil- structure interaction studies. In: Fardis MN, Rakicevic ZT (eds) Role of seismic testing facilities in performance-based earthquake engineering. Geotechnical, Geological and Earthquake Engineering. Springer Science

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