Durability performance of silica fume and fly ash-based concrete under short-term exposure to sulfate, chloride, and acidic groundwater: an experimental investigation

Concrete structures susceptible to early deterioration through chemical attack, microstructural disruption, and degradation of strength are those exposed to sulfate, chloride, and acidic groundwater. Specimens (concrete) were exposed to determine the resistance of concrete to these chemicals, and were also partially replaced with silica fume and fly ash at a weight equivalent to the cement, in order to determine the optimum percentage of replacement. Although the addition of supplementary cementitious materials (SCMs), such as silica fume (SF) and fly ash (FA), is considered to enhance durability, the literature on the subject has been limited to single exposure environments, standard Portland cement systems, or long-term performance. High-strength self-compacting concrete (HSSCC) using ternary combinations of SF and FA in various aggressive exposure conditions and acidic groundwater has not been adequately studied in terms of its short-term durability response. The study gives a comparative experimental research of the short-term durability performance (28–90 days) of ternary blended HSSCC when exposed to sulfate, chloride, and acidic groundwater. The variation in compressive strength, change in mass, and damage indices were used to evaluate the durability performance and assess the sensitivity of degradation under varying chemical media. The findings suggest that the integrated use of SF and FA has a substantial positive impact on early-age resistance to chemical attack, due to the refinement of the pore structure, restriction of aggressive ion penetration, and reduction of strength loss compared to the control mix. The synergistic effect of the fast microfilling and pozzolanic activity of SF, combined with the slow, prolonged pozzolanic reaction of FA, has a significant impact on enhancing early durability in an aggressive environment. This research provides insight into the understanding of early-age degradation mechanisms of ternary blended HSSCC and offers a performance-based framework for understanding long-lasting operation in chemically aggressive groundwater and industrial conditions.

Authors

Institutions

Publication Details

Journal
Discover Concrete and Cement
Published
2026-03-02
DOI
https://doi.org/10.1007/s44416-026-00051-x
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
0.00

Funders

Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Durability performance of silica fume and fly ash-based concrete under short-term exposure to sulfate, chloride, and acidic groundwater: an experimental investigation

Baiq Sri Umniati, W. H., Sajjad Ali Mangi, Ramadhansyah Putra Jaya
Discover Concrete and Cement
Concrete and Cement Materials Research
article

Durability performance of silica fume and fly ash-based concrete under short-term exposure to sulfate, chloride, and acidic groundwater: an experimental investigation

Baiq Sri Umniati, W. H., Sajjad Ali Mangi, Ramadhansyah Putra Jaya
article en

Abstract

Concrete structures susceptible to early deterioration through chemical attack, microstructural disruption, and degradation of strength are those exposed to sulfate, chloride, and acidic groundwater. Specimens (concrete) were exposed to determine the resistance of concrete to these chemicals, and were also partially replaced with silica fume and fly ash at a weight equivalent to the cement, in order to determine the optimum percentage of replacement. Although the addition of supplementary cementitious materials (SCMs), such as silica fume (SF) and fly ash (FA), is considered to enhance durability, the literature on the subject has been limited to single exposure environments, standard Portland cement systems, or long-term performance. High-strength self-compacting concrete (HSSCC) using ternary combinations of SF and FA in various aggressive exposure conditions and acidic groundwater has not been adequately studied in terms of its short-term durability response. The study gives a comparative experimental research of the short-term durability performance (28–90 days) of ternary blended HSSCC when exposed to sulfate, chloride, and acidic groundwater. The variation in compressive strength, change in mass, and damage indices were used to evaluate the durability performance and assess the sensitivity of degradation under varying chemical media. The findings suggest that the integrated use of SF and FA has a substantial positive impact on early-age resistance to chemical attack, due to the refinement of the pore structure, restriction of aggressive ion penetration, and reduction of strength loss compared to the control mix. The synergistic effect of the fast microfilling and pozzolanic activity of SF, combined with the slow, prolonged pozzolanic reaction of FA, has a significant impact on enhancing early durability in an aggressive environment. This research provides insight into the understanding of early-age degradation mechanisms of ternary blended HSSCC and offers a performance-based framework for understanding long-lasting operation in chemically aggressive groundwater and industrial conditions.

Discover Concrete and CementVol. 2(1)
State University of Malang (ID), Universiti Malaysia Pahang Al-Sultan Abdullah (MY), Mehran University of Engineering and Technology (PK), Kaduna Polytechnic (NG), Tun Hussein Onn University of Malaysia (MY)
Universiti Tun Hussein Onn Malaysia
Clean water and sanitation
Openalex Percentile: Top 39%
Concrete and Cement Materials Research
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.