Seismic Response from Centrifuge Model Tests of a Scoured Bridge with a Pile-Group Foundation-Reference-Cited by-同舟云学术

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Seismic Response from Centrifuge Model Tests of a Scoured Bridge with a Pile-Group Foundation

Published:2020-08 Issue:8 Volume:25 Page:04020054
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Liang Fayun¹,Liang Xuan²,Zhang Hao³,Wang Chen⁴^ORCID

Affiliation:

1. Professor, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

2. Ph.D. Student, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China.

3. Assistant Professor, Dept. of Civil Engineering, Shanghai Normal Univ., Shanghai 201418, China.

4. Assistant Professor, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001594

Reference43 articles.

1. Reliability-Based Calibration of Load and Resistance Factors for Design of RC Bridges under Multiple Extreme Events: Scour and Earthquake

2. Clear-Water Local Scour around Pile Groups in Shallow-Water Flow

3. Scour hole depth prediction around pile groups: Review, comparison of existing methods, and proposition of a new approach;Baghbadorani D. A.;Nat. Hazards,2017

4. Vibration-based bridge scour detection: A review

5. Parametric Pushover Analysis on Elevated RC Pile-Cap Foundations for Bridges in Cohesionless Soils

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4. Experimental study of the seismic performance of pile groups with integrated building-bridge structure in liquefiable soils: a case study;2024-05-09

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