Evidence map›Paper›PMID 42004345›Full record

ArticleACS omega2026

Nanoengineered Cement Mortar: Effects of Nanosilica Particle Size and Water-to-Binder Ratio on Mechanical and Durability Performance.

Sattawat Haruehansapong, Wachirakorn Senawang, Saofee Dueramae, Sunisa Panti, Akkadath Abdulmatin, Wunchock Kroehong, Tawich Pulngern, Weerachart Tangchirapat

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Article in ACS omega, 2026. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 1 paper.

0numbers the graph read from it
0cells of the map it votes in
1citing papers in PubMed
–field-weighted citation impact
1 · What the graph read from it

What it found

Each row is one number read from the abstract, on the scale the paper reported it, with its interval. Left of the dashed line favours the treatment, right favours the comparator. Under each row is the sentence it came from. New to these charts? A ten-minute tutorial.

The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

The trial behind it

Trials whose registry record cites this paper, or whose number appears in the abstract. A trial that started after this paper was published is citing it as background, not reporting it.

Neither the registry nor the abstract names a trial number. If this is a trial report, that itself is worth knowing.

3 · Its place in the literature

Who cites it

1 citing paper in PubMed.

  1. Review
4 · The record

Corrections and comments

PubMed lists nothing against this paper. Absence here is not a guarantee, only a check that was made.

5 · Who and what money

Authors and funding

8 authors.

Sattawat HaruehansapongDepartment of Civil Engineering, Faculty of Engineering and Architecture, Uthenthawai Campus, Rajamangala University of Technology Tawan-ok, Bangkok 10330, Thailand.
Wachirakorn SenawangDepartment of Construction Engineering, Faculty of Engineering and Architecture, Uthenthawai Campus, Rajamangala University of Technology Tawan-ok, Bangkok 10330, Thailand.ORCID https://orcid.org/0009-0000-3426-896X
Saofee DueramaeDepartment of Civil Engineering, Faculty of Engineering, Rajamangala University of Technology Krungthep, Bangkok 10120, Thailand.
Sunisa PantiDepartment of Civil Engineering, Faculty of Engineering, King Mongkut's University of Technology Thonburi, Bangkok 10140, Thailand.
Akkadath AbdulmatinDepartment of Civil Engineering, Faculty of Engineering, Princess of Naradhiwas University, Narathiwat 96000, Thailand.
Wunchock KroehongDepartment of Civil Engineering, Faculty of Engineering and Architecture, Uthenthawai Campus, Rajamangala University of Technology Tawan-ok, Bangkok 10330, Thailand.
Tawich PulngernDepartment of Civil Engineering, Faculty of Engineering, King Mongkut's University of Technology Thonburi, Bangkok 10140, Thailand.
Weerachart TangchirapatDepartment of Civil Engineering, Faculty of Engineering, King Mongkut's University of Technology Thonburi, Bangkok 10140, Thailand.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

This study investigates the effects of nanosilica (NS) particle sizes and water-to-binder (W/B) ratios on the compressive strength, microstructure, sulfate resistance, and acid resistance of cement mortar. NS particles with diameters of 12, 20, and 40 nm were incorporated at 9% replacement levels and tested at W/B ratios of 0.65, 0.75, and 0.85. The results showed that the 40 nm NS particles, at a 9% replacement, provided the highest compressive strength and resistance to both sulfate and acid attacks, particularly at a W/B ratio of 0.65. The study also found that NS enhances the microstructure and pozzolanic reactions of cement mortar more effectively than silica fume. The use of larger NS particles (40 nm) resulted in improved overall performance, with reduced porosity and increased mechanical strength. These findings highlight the role of NS in enhancing the strength and long-term durability of cement mortar under multiple aggressive environments, providing practical insights beyond conventional short-term studies.

Identifiers

PMID42004345
PMCPMC13084500

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Registered trials

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Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.