Case study
On rubberized engineered cementitious composites (R-ECC):
A review of the constituent material
Amin Al-Fakih*, Bashar S. Mohammed*, M.S. Liew
Department of Civil and Environmental Engineering, Universiti Teknologi PETRONAS (UTP), Tronoh, 32610, Bandar Seri Iskandar, Perak,
Malaysia
A R T I C L E I N F O
Article history:
Received 5 February 2021
Received in revised form 13 March 2021
Accepted 17 March 2021
Keywords:
Engineered cementitious composites (ECC)
Rubberized ECC
Crumb rubber
Fly ash
Nano-Silica
PVA fiber
Graphene oxide
A B S T R A C T
Researchers have used crumb rubber in the manufacturing of engineered cementitious
composites (ECC) as a solution for spalling, however, it reduces the mechanical and physical
properties. Therefore, this research reviews the available and related literature reviews on
rubberized ECC and its constituent. The role of each constituent in a rubberized ECC mix is
also reviewed. It’s concluded that utilizing rubberized ECC helps to solve environmental
issues relating to improper disposal of tyres. As a result, fly ash has been the most common
substance utilized in rubberized ECC by scholars all over the world over the past years
because of its encouraging impacts on rheology, matrix toughness control, and interactive
effect between fiber and matrix. It’s also found that the rectification of the crumb rubber
drawbacks in ECC is by incorporating a modern method of adopting nano-silica, Polyvinyl
alcohol (PVA) fibers, graphene oxide into the rubberized ECC mixes. Therefore, rubberized
ECC can be utilized for civil engineering applications, especially with the inclusion of nano-
silica and graphene oxide, as a result of its high ductility and low permeability.
© 2021 The Author(s). Published by Elsevier Ltd. This is an open access article under the CC
BY license (http://creativecommons.org/licenses/by/4.0/).
1. Introduction
ECC is a high-performance cementitious composite that develops based on micromechanics or fracture principle. It is
mainly composed of cement, fine aggregates, water, high water-reducing agent, and fibres [1]. ECC is a self-compacting
concrete which can be compacted on its own into every corner of the formwork through its self-weight without the use of
vibrator and it is a highly workable [2]. The ingredients of ECC are cement, fine aggregate, polyvinyl alcohol (PVA), fly ash, and
super plasticizer [2], are wisely selected to succeed an optimal mixture and differs from the components of high-
performance self-compacting concrete which are cement, fly ash, silica fume, sand, steel fiber, and quartz sand [3]. ECC is
developed with the main aim of achieving ductile, high strained, and multiple cracking behaviour cement composites in
order to achieve improved sustainability, durability, and improved performance. The efficiency of the ECC has been roughly
reported to be 3–5 percent greater than the strength of standard concrete in terms of tensile strength [4]. Research findings
have revealed that rubberized ECC has 25–95 MPa compressive strength, 4–12 MPa tensile strength, and a 0.40.65 percent
compressive strain [5]. Despite the advantages of the ECC, its main drawback is the explosive spalling when it has been
subjected to rapid elevated temperature during fire [6]. Under a fire situation, the entrapped water and chemically bound
water within the highly densified and disconnected pore system starts to evaporate, and the vapour produced will not find its
way out of the sample [7]. The entrapped water and chemically bound water within the highly densified and disconnected
* Corresponding authors.
E-mail addresses: amin.ali_g03663@utp.edu.my (A. Al-Fakih), bashar.mohammed@utp.edu.my (B.S. Mohammed).
https://doi.org/10.1016/j.cscm.2021.e00536
2214-5095/© 2021 The Author(s). Published by Elsevier Ltd. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/
4.0/).
Case Studies in Construction Materials 14 (2021) e00536
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