Postearthquake Vertical Load-Carrying Capacity of Extended Pile Shafts in Cohesionless Soils: Quasi-Static Test and Parametric Studies-Reference-Cited by-同舟云学术

Postearthquake Vertical Load-Carrying Capacity of Extended Pile Shafts in Cohesionless Soils: Quasi-Static Test and Parametric Studies

Published:2022-08 Issue:8 Volume:27 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zhou Lianxu¹^ORCID,Ye Aijun²,Chen Fangyou³

Affiliation:

1. Ph.D. Candidate, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China. ORCID: .

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

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001918

Reference51 articles.

1. AASHTO (American Association of State Highway and Transportation Officials). 2012. AASHTO LRFD bridge design specifications. Washington, DC: AASHTO.

2. ACI (American Concrete Institute). 2014. Building code requirements for structural concrete. ACI 318-14. Farmington Hills, MI: ACI.

3. Development of Simulation Based p-Multipliers for Laterally Loaded Pile Groups in Granular Soil Using 3D Nonlinear Finite Element Model

4. A numerical study into lateral cyclic nonlinear soil–pile response

5. API (American Petroleum Institute). 2007. Recommended practice for planning, designing and constructing fixed offshore platforms—Working stress design. RP 2A-WSD. Washington, DC: API.

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