Experimental Study of UHPC-RC Composite Pile Connected by Shear Keys-Reference-Cited by-同舟云学术

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Experimental Study of UHPC-RC Composite Pile Connected by Shear Keys

Published:2022-02-08 Issue:2 Volume:32 Page:189-202
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

Zhang Yongtao¹,Zheng Hehui²,Li Gang²

Affiliation:

1. College of Civil Engineering, Tongji University, Shanghai, People’s Republic of China

2. CCCC Second Harbour Engineering Co., Ltd., Wuhan, People’s Republic of China; Key Laboratory of Large-span Bridge Construction Technology, Wuhan, People’s Republic of China; Research and Development Center of Transport Industry of Intelligent Manufacturing Technologies of Transport Infrastructure, Wuhan, People’s Republic of China

Funder

Research on the Stress Mechanism of UHPC-RC Composite Piles and Light Platform Structure in Coral Reef Geology

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/10168664.2021.2010633

Reference35 articles.

1. Ohno S, Ochiai H, Yasufuku N. Estimation of pile settlement in calcareous sans. Engineering for calcareous sediments, (ed. Al-Shafei KA); 1999. p. 1–6.

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Data-driven study on shear bearing capacity of segmental concrete joints;Structures;2024-10

2. Seismic Performance of Precast Uhpc Pipe Pile with Two Pile-Cap Beam Connection Types: An Experimental and Numerical Study;2024

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