Repair of ordinary concrete using basalt fiber reinforced geopolymer: High temperature resistance and micro structure evolution of adhesive interface

Author:

Wang Ke,Lin Bozhong,Wu Borui,Yao YaoORCID

Funder

Xi'an University of Architecture and Technology State Key Laboratory of Architectural Science and Technology in West China

Publisher

Elsevier BV

Reference54 articles.

1. Experimental evaluation of concrete-to-UHPC bond strength with correlation to surface roughness for repair application;Valikhani;Construct. Build. Mater.,2020

2. Exploitation of ultrahigh-performance fibre-reinforced concrete for the strengthening of concrete structural members;Osta;Adv. Civ. Eng.,2018

3. Interfacial bond in concrete-to-concrete composites: a review;Daneshvar;Construct. Build. Mater.,2022

4. Bond strength of the interface between concrete substrate and overlay concrete containing fly ash exposed to high temperature;Behforouz;Structures,2023

5. Performance of bond strength between ultra-high-performance concrete and concrete substrates (concrete screed and self-compacted concrete): an experimental study;Al-Osta;J. Build. Eng.,2022

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