A Mechanical Model and Solution for Dynamic Response of Geosynthetic-Reinforced Pile-Supported Embankment under Traveling Loads

Author:

Hou Ru-Yi1ORCID,Zheng Jun-Jie2ORCID,Fang Hao3,Yang Wen-Yu3

Affiliation:

1. Ph.D. Candidate, Institute of Geotechnical and Underground Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China. ORCID: .

2. Professor, Institute of Geotechnical and Underground Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China (corresponding author). ORCID: .

3. Ph.D. Candidate, Institute of Geotechnical and Underground Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference32 articles.

1. Experimental investigation of soil arching mobilization and degradation under localized surface loading;Al-Naddaf M.;J. Geotech. Geoenviron. Eng.,2019

2. Tensile force of geogrids embedded in pile-supported reinforced embankment: A full-scale experimental study

3. EBGEO. 2010. Empfehlungen für den Entwurf und die Berechnung von Erdkörpern mit Bewehrungen aus Geokunststoffen – EBGEO. [In German.]. Berlin: German Geotechnical Society.

4. Three-dimensional numerical simulation of the geometrical dimension pile group effects on the critical speed of high-speed railway track (case study: Tehran- Isfahan high speed railway track);Esmaeili M.;Soil Dyn. Earthquake Eng.,2022

5. Han, J. 2015. Principles and practice of ground improvement. Hoboken, NJ: Wiley.

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