Examining the Role of Liquefiable Layer Thickness and Depth on the Seismic Lateral Response of Piles through Numerical Analyses-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Examining the Role of Liquefiable Layer Thickness and Depth on the Seismic Lateral Response of Piles through Numerical Analyses

Published:2023-05 Issue:5 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Ari Abdulmuttalip¹^ORCID,Demir Selçuk²^ORCID,Özener Pelin³^ORCID

Affiliation:

1. Research Assistant, Dept. of Civil Engineering, Yildiz Technical Univ., Istanbul 34220, Turkey. ORCID: .

2. Assistant Professor, Dept. of Civil Engineering, Bolu Abant Izzet Baysal Univ., Bolu 14030, Turkey (corresponding author). ORCID: .

3. Associate Professor, Dept. of Civil Engineering, Yildiz Technical Univ., Istanbul 34220, Turkey. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8143

Reference73 articles.

1. Evaluation of pile foundation response to lateral spreading;Abdoun T.;Soil Dyn. Earthquake Eng.,2002

2. Pile response to lateral spreads: Centrifuge modeling;Abdoun T.;J. Geotech. Geoenviron. Eng.,2003

3. Allen, T. 2021. Geotechnical design manual. Washington, DC: State Department of Transportation.

4. NGA-West2 Database;Ancheta T. D.;Earthq. Spectra,2014

5. Liquefaction effects on piled bridge abutments: Centrifuge tests and numerical analyses;Armstrong R. J.;J. Geotech. Geoenviron. Eng.,2013

Cited by 3 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. Prediction of Soil Liquefaction Triggering Using Rule-Based Interpretable Machine Learning;Geosciences;2024-06-06

2. Study on the Influence of Deep Soil Liquefaction on the Seismic Response of Subway Stations;Applied Sciences;2024-03-09

3. Assessing the impact of inertial load on the buckling behavior of piles with large slenderness ratios in liquefiable deposits;Soil Dynamics and Earthquake Engineering;2024-01

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