Roles of pile-group and cap-rotation effects on seismic failure mechanisms of partially-embedded bridge foundations: Quasi-static tests-Reference-Cited by-同舟云学术

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Roles of pile-group and cap-rotation effects on seismic failure mechanisms of partially-embedded bridge foundations: Quasi-static tests

Published:2020-05 Issue: Volume:132 Page:106074
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Liu Tengfei,Wang Xiaowei,Ye Aijun

Funder

National Natural Science Foundation of China

State Key Laboratory of Disaster Reduction in Civil Engineering, Ministry of Science and Technology of China

China Scholarship Council

China Postdoctoral Science Foundation

Publisher

Elsevier BV

Subject

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

Reference63 articles.

1. Earthquake damage potential and critical scour depth of bridges exposed to flood and seismic hazards under lateral seismic loads;Song;Earthq Eng Eng Vib,2015

2. A review of bridge scour: mechanism, estimation, monitoring and countermeasures;Wang;Nat Hazards,2017

3. Seismic response of single pylon cable-stayed bridge under scour effect;Han;J Bridge Eng,2019

4. Seismic behavior of pile-group-supported bridges in liquefiable soils with crusts subjected to potential scour: insights from shake-table tests;Wang;J Geotech Geoenviron Eng,2020

5. Planning for a comprehensive bridge safety assurance program;Shirole;Transport Res Rec,1991

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1. Local scour effects on seismic behavior of pile-group foundations in cohesionless soils: Insights from quasi-static tests;Ocean Engineering;2024-11

2. Development of improved finite element formulations for pile group behavior analysis under cyclic loading;International Journal for Numerical and Analytical Methods in Geomechanics;2024-09-03

3. Novel analytical approach for vertical dynamic response of floating pile groups based on a fictitious soil pile model;Soil Dynamics and Earthquake Engineering;2024-08

4. Asymmetric deterioration of reinforced concrete marine piles subjected to nonuniformly localized corrosion: Experimental study;Case Studies in Construction Materials;2024-07

5. Seismic Failure Mechanisms of Concrete Pile Groups in Layered Soft Soil Profiles;Buildings;2024-01-10

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