Numerical Analysis of Precast Pile Cap for Accelerated Construction-Reference-Cited by-同舟云学术

Numerical Analysis of Precast Pile Cap for Accelerated Construction

Published:2021-12 Issue:12 Volume:21 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wang Jinfeng¹,Xu Qianqian²,Xiang Huawei³,Wang Yutong⁴

Affiliation:

1. Professor, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, P.R. China (corresponding author).

2. Master Student, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, P.R. China. Email: 21812079@zju.edu.cn

3. Ph.D. Student, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, P.R. China. Email: hwxiang@zju.edu.cn

4. Ph.D. Student, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, P.R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002217

Reference21 articles.

1. Seismic Analysis of Precast Concrete Bridge Columns Connected with Grouted Splice Sleeve Connectors

2. Seismic evaluation of grouted splice sleeve connections for reinforced precast concrete column–to–cap beam joints in accelerated bridge construction

3. Alternate Substructure Systems for Standard Highway Bridges

4. BRDI (China Railway Major Bridge Reconnaissance & Design Institute). 2013. Design documents of construction drawings of the DB02 section of main engineering bridge of the Hong Kong-Zhuhai-Macao Bridge. Wuhan, China: BRDI.

5. Design of precast columns bases embedded in socket foundations with smooth interfaces;Campos G. M.;Rev. IBRACON Estrut. Mater.,2011

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