Chong Wang

Dr. Chong Wang


Research Focus & Metrics

Academic Career Length

5Years (2022-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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21 January 2024 in Thermochimica Acta
Verified
Journal Article
Closed access
CWChong Wang
Chong Wang
CCCyrille Chazallon
Cyrille Chazallon
SBSandrine Braymand
Sandrine Braymand
PHPierre Hornych
Pierre Hornych

14 October 2022 in Road Materials and Pavement Design
Verified
Journal Article
Closed access
CWChong Wang
Chong Wang
CCCyrille Chazallon
Cyrille Chazallon
PHPierre Hornych
Pierre Hornych
SBSandrine Braymand
Sandrine Braymand
This paper presents an investigation on the permanent and resilient deformation behaviour as well as the shear and physical properties of different RCA, sourced from demolished buildings (RCAB1 and RCAB2) and concrete pavement (RCAP). Monotonic triaxial tests and repeated load triaxial tests (RLTT) were performed to determine respectively their failure resistance and the cyclic behaviour, modelled with the Boyce model and the DBGSP model. In addition, the physical properties and water absorption kinetics of aggregates were studied and compared with the existing standard. The results indicated that all RCA have admissible physical properties and can be used in pavement base and subbase layer. However, the RLTT revealed that the use of concrete wastes with low strength and containing high amount of rounded particles (RCAP in this study) can lead to poor performance of pavement, which should be limited in the pavement construction.

11 January 2024 in Road Materials and Pavement Design
Verified
Journal Article
Closed access
CWChong Wang
Chong Wang
CCCyrille Chazallon
Cyrille Chazallon
PHPierre Hornych
Pierre Hornych
SMSaida Mouhoubi
Saida Mouhoubi
PJPeng Jing
Peng Jing

10 November 2025 in Waste Management
Verified
Journal Article
Closed access
RLRong Li
Rong Li
YTYunzhi Tan
Yunzhi Tan
HMHuajun Ming
Huajun Ming
CWChong Wang
Chong Wang
HMHuijuan Ma
Huijuan Ma
YZYantao Zhao
Yantao Zhao

30 October 2025 in Materials
Verified
Journal Article
Open access
PDF file
YTYunzhi Tan
Yunzhi Tan
JEJoseph Roland Atenga Essama
Joseph Roland Atenga Essama
CWChong Wang
Chong Wang
JWJun Wu
Jun Wu
HMHuajun Ming
Huajun Ming
Phosphogypsum (PG) and Carbide Slag (CS) are two industrial byproducts that can be used as cementitious materials, and their synergistic effect provides excellent activation of ground granulated blast furnace slag (GGBS), which is traditionally activated by lime (LM). However, the behavior of PG-GGBS-CS ternary blended cement remains largely unexplored. In this study, the mechanical performance, hydration mechanisms, and environmental profile of PG–GGBS–CS binders in comparison with PG–GGBS–LM were evaluated by unconfined compressive strength (UCS), XRD, SEM, and TGA analyses. The optimum formulation containing 30% PG achieved 24.88 ± 1.24 MPa at 28 d, statistically comparable to 25.6 ± 1.28 MPa for PG–GGBS–LM. The synergistic activation of PG and CS/LM on GGBS has been identified as a crucial factor in the strengthening of UCS in ternary blended cement. Hydration products consisted mainly of calcium silicate hydrate (C–S–H) gels and Ettringite (AFt). Importantly, the CO2 footprint of PG–GGBS–CS was reduced by 3.2% compared to that of PG–GGBS–LM. These findings establish CS as an effective substitute for lime in eco-binders, combining technical efficiency with carbon mitigation and offering a viable pathway for large-scale valorization of hazardous industrial residues.

27 May 2025 in Journal of Material Cycles and Waste Management
Verified
Journal Article
Closed access
PDF file
YTYunzhi Tan
Yunzhi Tan
WYWei Yao
Wei Yao
CWChong Wang
Chong Wang
HMHuajun Ming
Huajun Ming
JWJun Wu
Jun Wu