Reducing the cracking potential of ultra-high-performance concrete (UHPC) with the prewet expansive agent

Author:

Du Jiang,Tan XiaoORCID,Wang Yuhuan,Bao YiORCID,Meng WeinaORCID

Funder

National Science Foundation

Publisher

Elsevier BV

Reference73 articles.

1. Effects of saturated lightweight sand content on key characteristics of ultra-high-performance concrete;Meng;Cem. Concr. Res.,2017

2. New development of ultra-high-performance concrete (UHPC);Du;Compos. Part B: Eng.,2021

3. Field testing of a prestressed concrete bridge with high performance and locally developed ultra-high performance girders;Alahmari;Front. Built Environ.,2019

4. Aaleti, S., Sritharan, S. and Abu-Hawash, A. Innovative UHPC-normal concrete composite bridge deck. in Proceedings of the RILEM-fib-AFGC International Symposium on Ultra-High Performance Reinforced Concrete, Eds: F. Toutlemonde, J. Resplendino, Rilem Publications SARL, Bagneux, France. 2013.

5. Voort, T.V , Suleiman, M.T. and Sritharan, S. , Design and performance verification of ultra-high performance concrete piles for deep foundations. 2008, Iowa State University. Center for Transportation Research and Education.

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