Evidence map›Paper›PMID 38930161›Full record

ArticleMaterials (Basel, Switzerland)2024

Effects of Micro- and Nanosilica on the Mechanical and Microstructural Characteristics of Some Special Mortars Made with Recycled Concrete Aggregates.

Claudiu Mazilu, Radu Deju, Dan Paul Georgescu, Adelina Apostu, Alin Barbu

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In one paragraph

Article in Materials (Basel, Switzerland), 2024. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 4 papers.

0numbers the graph read from it
0cells of the map it votes in
4citing 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

4 citing papers in PubMed.

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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

5 authors.

Claudiu MaziluRoads, Railways and Construction Materials Department, Faculty of Railways, Roads and Bridges, Technical University of Civil Engineering, 020396 Bucharest, Romania.ORCID 0000-0002-4289-3391
Radu DejuHoria Hulubei National Institute for Physics and Nuclear Engineering, P.O. Box MG-6, Măgurele, 077125 Bucharest, Romania.
Dan Paul GeorgescuReinforced Concrete Construction Department, Faculty of Civil and Industrial Constructions, Technical University of Civil Engineering, 020396 Bucharest, Romania.
Adelina ApostuReinforced Concrete Construction Department, Faculty of Civil and Industrial Constructions, Technical University of Civil Engineering, 020396 Bucharest, Romania.
Alin BarbuDoctoral School, Reinforced Concrete Structures, Technical University of Civil Engineering, 020396 Bucharest, Romania.

Funding

Ministry of Research and Innovation from Romania 10 N/2019Technical University of Civil Engineering GnaC ARUT 2023 - UTCB - 02
6 · The paper itself

Abstract

In this paper, we study the influence of densified microsilica and colloidal nanosilica admixtures on the mechanical strength and the microstructural characteristics of special mortars used for immobilizing radioactive concrete waste. The experimental program focused on the replacement of cement with micro- and/or nanosilica, in different proportions, in the basic composition of a mortar made with recycled aggregates. The technical criteria imposed for such cementitious systems, used for the encapsulation of low-level radioactive waste, imply high fluidity, increased mechanical strength and lack of segregation and of bleeding. We aimed to increase the structural compactness of the mortars by adding micro- and nanosilica, all the while maintaining the technical criteria imposed, to obtain a cement matrix with high durability and increased capacity for immobilizing radionuclides. The samples from all the compositions obtained were analyzed from the point of view of mechanical strength. Also, micro- and nanosilica as well as samples of the optimal mortar compositions were analyzed physically and microstructurally. Experimental data showed that the mortar samples present maximum compressive strength for a content between 6 and 7.5% wt. of microsilica, respectively, for a content of 2.25% wt. nanosilica. The obtained results suggest a synergistic effect of micro- and nanosilica when they are used simultaneously in cementitious compositions. Thus, among the analyzed compositional variants, the mortar composition with 3% wt. microsilica and 2.25% wt. nanosilica showed the best performance, with an increase in compressive strength of 23.5% compared to the control sample (without micro- and nanosilica). Brunauer-Emmett-Teller (BET) analysis and scanning electron microscopy (SEM) images highlighted the decrease in pore diameter and the increase in structural compactness, especially for mortar samples with nanosilica content or a mixture of micro- and nanosilica. This study is useful in the field of recycling radioactive concrete resulting from the decommissioning of nuclear research or nuclear power reactors.

Indexed as

colloidal nanosilicamicrosilicamicrostructurephysical–mechanical propertiesrecycled concrete aggregatesspecial mortars

Identifiers

PMID38930161
PMCPMC11204823

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