Please use this identifier to cite or link to this item:
http://hdl.handle.net/10397/116543
| DC Field | Value | Language |
|---|---|---|
| dc.contributor | Department of Civil and Environmental Engineering | - |
| dc.creator | Hayat, U | en_US |
| dc.creator | Kai, MF | en_US |
| dc.creator | Bao, AH | en_US |
| dc.creator | Liew, JX | en_US |
| dc.creator | Dai, JG | en_US |
| dc.date.accessioned | 2026-01-05T03:58:33Z | - |
| dc.date.available | 2026-01-05T03:58:33Z | - |
| dc.identifier.uri | http://hdl.handle.net/10397/116543 | - |
| dc.language.iso | en | en_US |
| dc.publisher | Elsevier Ltd | en_US |
| dc.subject | Cation exchange | en_US |
| dc.subject | C-S-H gel pore | en_US |
| dc.subject | Ion filtration | en_US |
| dc.subject | Mass transport | en_US |
| dc.subject | Temperature effect | en_US |
| dc.title | Atomic-level investigation into the transport of NaCl solution in porous cement paste : the effects of pore size and temperature | en_US |
| dc.type | Journal/Magazine Article | en_US |
| dc.identifier.spage | en_US | |
| dc.identifier.epage | en_US | |
| dc.identifier.volume | 86 | en_US |
| dc.identifier.issue | en_US | |
| dc.identifier.doi | 10.1016/j.jobe.2024.108976 | en_US |
| dcterms.abstract | The durability of concrete is determined by the ion transport within porous calcium silicate hydrate (C–S–H) gels. This study utilized molecular dynamics simulation to examine the impact of pore size (from 35 Å to 95 Å) and temperature (from 275 K to 350 K) on the transport of NaCl solution in Tobermorite nanochannels, a representative model of C–S–H. The findings suggested that the transport rate is positively correlated with both pore size and temperature. In smaller pores, a filtration effect on the ions in NaCl solution was noted. As the pore size expanded, this effect gradually diminished but became more pronounced with an increase in temperature. Following the penetration of NaCl solution, a double ionic layer formed on the C–S–H surfaces due to ionic adsorption. The ionic adsorption was enhanced by larger pore sizes and higher temperatures. Furthermore, the increase in pore size and temperature expedited the dissociation of Ca2+ from the C–S–H surfaces, attributed to the increased adsorption of Na+ on the surface, known as "Na–Ca" cation exchange. This study provides insight into the complex atomic-level phenomena and mechanisms involved in the ion transport in porous C–S–H, contributing to a deeper understanding of issues related to concrete durability. | - |
| dcterms.abstract | Graphical abstract: [Figure not available: see fulltext.] | - |
| dcterms.accessRights | embargoed access | en_US |
| dcterms.bibliographicCitation | Journal of building engineering, 1 June 2024, v. 86, 108976 | en_US |
| dcterms.isPartOf | Journal of building engineering | en_US |
| dcterms.issued | 2024-06-01 | - |
| dc.identifier.scopus | 2-s2.0-85186365397 | - |
| dc.identifier.eissn | 2352-7102 | en_US |
| dc.identifier.artn | 108976 | en_US |
| dc.description.validate | 202512 bcch | - |
| dc.identifier.FolderNumber | a4237c | - |
| dc.identifier.SubFormID | 52381 | - |
| dc.description.fundingSource | RGC | en_US |
| dc.description.fundingSource | Others | en_US |
| dc.description.fundingText | The authors acknowledge the financial support from the Hong Kong Research Grants Council—Theme-based Research Scheme with Grant No. T22-502/18-R, Guangdong Province R&D Plan for Key Areas with Grant No. 2019B111107002 and the NSFC/RGC Joint Research Scheme with Grant No. N_PolyU542/20, Start-up Fund for RAPs under the Strategic Hiring Scheme with Grant No. P0038964. | en_US |
| dc.description.pubStatus | Published | en_US |
| dc.date.embargo | 2026-06-01 | en_US |
| dc.description.oaCategory | Green (AAM) | en_US |
| Appears in Collections: | Journal/Magazine Article | |
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