Performance of self compacting concrete modified with wollastonite fibre and silica fume

Self-Compacting concrete (SCC) offers excellent workability without vibration but often suffers from high shrinkage and durability concerns due to elevated powder content and low water to powder ratio. This study investigates the synergistic effect of wollastonite powder (WP) and silica fume (SF) as partial replacements for Ordinary Portland Cement (OPC) to enhance SCC’s performance and sustainability. Seven SCC mixes were developed with 6 % SF fixed by weight of cement, while WP, exhibiting fibrous morphology, was used as a partial cement replacement at 5 %, 10 %, 15 %, 20 %, 25 % and 30 % by weight of OPC. A constant water to powder ratio of 0.368 was maintained. Fresh properties were evaluated via slump flow, L-box, V-funnel and J-ring tests following EFNARC limits. The optimal mix, with 20 % WP and 6 % SF, achieved a 90-day compressive strength of 45.11 MPa, representing an 18.4 % increase over the control. Flexural and split tensile strengths also improved significantly due to matrix densification and crack bridging by acicular wollastonite particles. SEM analysis confirmed reduced porosity and stronger interfacial transition zones. Beyond 20 %, higher WP content led to agglomeration and strength reduction. The combination of WP and SF enhances mechanical properties while reducing OPC consumption, contributing to sustainable concrete production. This optimised SCC mix is suitable for applications involving congested reinforcement and pre-cast elements. Future work should explore long term durability and pore structure quantification. • ExaminedSCC with 5-30 % wollastonite and 6 % silica fumes to determine fresh and hardened concrete performance. • New SCC properties remained within EFNARC specifications until the addition of 25 % wollastonite. • Best strength of 45.1 MPa at 90 days obtained 20 % wollastonite + 6 % silica fume. • Flexural and tensile strengths improved significantly at 20 % wollastonite replacement level. • SEM showed denser matrix, lower porosity, and better bonding due to wollastonite and silica fume.

Authors

Institutions

Publication Details

Journal
Construction and Building Materials
Published
2025-10-01
DOI
https://doi.org/10.1016/j.conbuildmat.2025.143932
Citations
1
Primary Topic
Innovative concrete reinforcement materials
Type
article
Field-Weighted Citation Impact
0.95
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Performance of self compacting concrete modified with wollastonite fibre and silica fume

Siddharth Garia, Amol Sharma, R Kale
1 citations
Construction and Building Materials
Innovative concrete reinforcement materials
0.95
article

Performance of self compacting concrete modified with wollastonite fibre and silica fume

Siddharth Garia, Amol Sharma, R Kale
article en
1 citations

Abstract

Self-Compacting concrete (SCC) offers excellent workability without vibration but often suffers from high shrinkage and durability concerns due to elevated powder content and low water to powder ratio. This study investigates the synergistic effect of wollastonite powder (WP) and silica fume (SF) as partial replacements for Ordinary Portland Cement (OPC) to enhance SCC’s performance and sustainability. Seven SCC mixes were developed with 6 % SF fixed by weight of cement, while WP, exhibiting fibrous morphology, was used as a partial cement replacement at 5 %, 10 %, 15 %, 20 %, 25 % and 30 % by weight of OPC. A constant water to powder ratio of 0.368 was maintained. Fresh properties were evaluated via slump flow, L-box, V-funnel and J-ring tests following EFNARC limits. The optimal mix, with 20 % WP and 6 % SF, achieved a 90-day compressive strength of 45.11 MPa, representing an 18.4 % increase over the control. Flexural and split tensile strengths also improved significantly due to matrix densification and crack bridging by acicular wollastonite particles. SEM analysis confirmed reduced porosity and stronger interfacial transition zones. Beyond 20 %, higher WP content led to agglomeration and strength reduction. The combination of WP and SF enhances mechanical properties while reducing OPC consumption, contributing to sustainable concrete production. This optimised SCC mix is suitable for applications involving congested reinforcement and pre-cast elements. Future work should explore long term durability and pore structure quantification. • ExaminedSCC with 5-30 % wollastonite and 6 % silica fumes to determine fresh and hardened concrete performance. • New SCC properties remained within EFNARC specifications until the addition of 25 % wollastonite. • Best strength of 45.1 MPa at 90 days obtained 20 % wollastonite + 6 % silica fume. • Flexural and tensile strengths improved significantly at 20 % wollastonite replacement level. • SEM showed denser matrix, lower porosity, and better bonding due to wollastonite and silica fume.

Construction and Building MaterialsVol. 497
Lovely Professional University (IN), CEPT University (IN), Medi-Caps University (IN)
Openalex Percentile: Top 21%
Innovative concrete reinforcement materials
0.95
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.