Widening of Existing Motorway Bridges: Pile Group Retrofit versus Nonlinear Pile–Soil Response-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Widening of Existing Motorway Bridges: Pile Group Retrofit versus Nonlinear Pile–Soil Response

Published:2019-12 Issue:12 Volume:145 Page:04019107
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Sakellariadis L.¹,Marin A.²,Anastasopoulos I.³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil, Environmental and Geomatic Engineering, ETH Zürich, Zurich 8093, Switzerland.

2. Postdoctoral Researcher, Dept. of Civil, Environmental and Geomatic Engineering, ETH Zürich, Zurich 8093, Switzerland.

3. Professor, Dept. of Civil, Environmental and Geomatic Engineering, ETH Zürich, Zurich 8093, Switzerland (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002161

Reference42 articles.

1. Simplified method for the assessment of the seismic response of motorway bridges: longitudinal direction—accounting for abutment stoppers

2. Soil failure can be used for seismic protection of structures

3. Simplified Constitutive Model for Simulation of Cyclic Response of Shallow Foundations: Validation against Laboratory Tests

4. Seismic performance of bar-mat reinforced-soil retaining wall: Shaking table testing versus numerical analysis with modified kinematic hardening constitutive model

Cited by 12 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. Advanced 3D finite element analysis of a bridge pier on a rocking pile group under seismic loading;Japanese Geotechnical Society Special Publication;2024

2. Nonlinear Soil-Structure Interaction of Bridge Pile Groups: from Experiments to Analysis and Back to Reality;Japanese Geotechnical Society Special Publication;2024

3. Formulation and numerical applications of efficient pile–soil integrated element considering structural inelasticity;International Journal for Numerical and Analytical Methods in Geomechanics;2023-06-25

4. Uplift Behaviour of External Fibre-Reinforced Polymer Wrapping on RC Piles in Dry and Submerged Sandy Soil;Buildings;2023-03-15

5. Combined loading of RC pile groups in clay accounting for N–M interaction;Soil Dynamics and Earthquake Engineering;2022-12

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