| Issue |
E3S Web Conf.
Volume 702, 2026
Second International Conference on Innovations in Sustainable and Digital Construction Practices (ISDCP 2026)
|
|
|---|---|---|
| Article Number | 06005 | |
| Number of page(s) | 10 | |
| Section | Structural Engineering | |
| DOI | https://doi.org/10.1051/e3sconf/202670206005 | |
| Published online | 01 April 2026 | |
Performance Evaluation of Portland Slag Cement Concrete under Harsh Environmental Curing with and without Chemical Admixtures
1 Orphanage Polytechnic College, Department of Civil Engineering. Edavanna, Kerala, India.
2 Nehru School of Architecture, Department of Civil Engineering, Coimbatore, Tamil Nadu, India.
3 PSR Engineering College, Department of Civil Engineering, Sivakasi, Tamil Nadu, India.
4 GMR Institute of Technology (GMRIT)-Deemed to be University, Department of Civil Engineering, Razam, Andhra Pradesh, India.
5 King Saud University, Department of Chemistry, Riyadh, Saudi Arabia.
* Corresponding author: This email address is being protected from spambots. You need JavaScript enabled to view it.
Abstract
This paper presents the assessment of the mechanical and durability performance of Conventional Concrete and Portland Slag Cement concrete exposed to normal, hydrochloric acid, and sulphuric acid curing, with and without admixtures. Nine mixes were investigated for workability, compressive, split tensile, and flexural strength, effective porosity, and chloride permeability. The best performance was recorded by the admixture-based concrete under normal curing, showing a 28-day compressive strength of 28.89 MPa, split tensile strength of 2.53 MPa, and flexural strength of 3.76 MPa. PSC showed better acid resistance compared to conventional concretes. Under hydrochloric acid curing, the PSC mix with admixture recorded 28.24 MPa, but sulphuric acid curing, it recorded 27.26 MPa, reflecting better durability. Sulphuric acid caused greater strength reduction and higher porosity due to the formation of gypsum. The lowest porosity of 4.25% and minimum chloride permeability of 1764 Coulombs were recorded in the admixture mix under normal curing, confirming improved. Compact Calcium–Silicate–Hydrate gel was observed in the admixture mixes, while pronounced observed in the sulphuric acid–cured samples. The results point out that in acidic/chemically aggressive environments, PSC concrete with admixtures is the most effective and durable option.
© The Authors, published by EDP Sciences, 2026
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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