Analysis and Experimental Study on Mechanical Properties of Large-Diameter Grouted Sleeve Connections-Reference-Cited by-同舟云学术

Analysis and Experimental Study on Mechanical Properties of Large-Diameter Grouted Sleeve Connections

Published:2023-06 Issue:6 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wang Yutong¹^ORCID,Wan Keyu²,Xiang Huawei³,Wang Jinfeng⁴

Affiliation:

1. Ph.D. Student, College of Civil Engineering and Architecture, Zhejiang Univ., Room B707, AnZhong Building, No. 866 Yuhangtang Rd., Hangzhou 310058, Zhejiang, People’s Republic of China. ORCID: .

2. Ph.D. Student, College of Civil Engineering and Architecture, Zhejiang Univ., Room B713, AnZhong Building, No. 866 Yuhangtang Rd., Hangzhou 310058, Zhejiang, People’s Republic of China.

3. Central Research Institute of Building and Construction Co. Ltd. MCC Group, Room 301, No. 9 Building, No. 33 Xitu City, Haidian District, Beijing 100082, People’s Republic of China.

4. Professor, College of Civil Engineering and Architecture, Zhejiang Univ., Room B713, AnZhong Building, No. 866 Yuhangtang Rd., Hangzhou 310058, Zhejiang, People’s Republic of China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8430

Reference33 articles.

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2. CEB-FIP. 2010. FIP model code for concrete structures. Lausanne, Switzerland: CEB-FIP.

3. Reliability Analysis of a Bridge Pier Supported on a Rocking Shallow Foundation under Earthquake Loading

4. Study on seismic performance of sidewall joints in assemble monolithic subway station;Du X. L.;China Civ. Eng. J.,2017

5. Seismic performance of precast columns with mechanically spliced column-footing connections;Haber Z. B.;ACI J.,2014

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