Parametric Pushover Analysis on Elevated RC Pile-Cap Foundations for Bridges in Cohesionless Soils-Reference-Cited by-同舟云学术

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

Published:2019-01 Issue:1 Volume:24 Page:04018104
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Blanco Guillermo¹,Ye Aijun²,Wang Xiaowei³,Goicolea José M.⁴

Affiliation:

1. Graduate Research Assistant, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China; Graduate Research Assistant, School of Civil Engineering, Technical Univ. of Madrid, Madrid 28040, Spain.

2. Professor, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China.

3. Assistant Professor, Dept. of Civil Engineering, Hohai Univ., Nanjing 210098, China; formerly, Ph.D. Student, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

4. Professor, School of Civil Engineering, Technical Univ. of Madrid, Madrid 28040, Spain.

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.1943-5592.0001328

Reference55 articles.

1. Behavior of monopile foundations under cyclic lateral load

2. Database of Friction Angles of Sand and Consolidation Characteristics of Sand, Silt, and Clay

3. Lateral Behavior of Pile Groups in Layered Soils

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