Please use this identifier to cite or link to this item:
http://hdl.handle.net/10397/116551
| DC Field | Value | Language |
|---|---|---|
| dc.contributor | Department of Civil and Environmental Engineering | - |
| dc.creator | Zhang, P | - |
| dc.creator | Manzano, H | - |
| dc.creator | Kai, MF | - |
| dc.creator | Dai, JG | - |
| dc.date.accessioned | 2026-01-05T03:58:38Z | - |
| dc.date.available | 2026-01-05T03:58:38Z | - |
| dc.identifier.issn | 0008-8846 | - |
| dc.identifier.uri | http://hdl.handle.net/10397/116551 | - |
| dc.language.iso | en | en_US |
| dc.publisher | Elsevier Ltd | en_US |
| dc.subject | Confined water | en_US |
| dc.subject | Layered C-S-H | en_US |
| dc.subject | Pore width effect | en_US |
| dc.subject | Relative humidity | en_US |
| dc.subject | Temperature effect | en_US |
| dc.title | Behaviors and influences of water confined within the C-S-H interlayer : a quenched solid density functional theory study | en_US |
| dc.type | Journal/Magazine Article | en_US |
| dc.identifier.spage | - | |
| dc.identifier.epage | - | |
| dc.identifier.volume | 184 | - |
| dc.identifier.issue | - | |
| dc.identifier.doi | 10.1016/j.cemconres.2024.107600 | - |
| dcterms.abstract | Water confined within cement paste significantly influences the material's physical and chemical behaviors. Using quenched solid density functional theory (QSDFT), we investigate the complex behaviors of water confined within C-S-H interlayers. Confined water exists in forms of double layers (0–0.29 nm pores), three layers (0.32–0.59 nm pores), and multiple layers (≥0.65 nm pores). The adsorption isotherms reveal distinct adsorption behaviors depending on the pore size. For pores smaller than 0.59 nm, adsorption occurs as monolayer water adsorption and phase transition. In contrast, larger pores exhibit three stages: monolayer adsorption, multilayer adsorption, and phase transition. The pore pressure is positive for smaller pores (≤0.03 nm) and negative for larger pores; however, after the phase transition, the negative pressure is released with increasing relative humidity (RH). Additionally, temperature increase reduces the adsorption capacity, disrupts the water ordering, shortens the phase transition period, and affects the saturated pore pressure. | - |
| dcterms.accessRights | embargoed access | en_US |
| dcterms.bibliographicCitation | Cement and concrete research, Oct. 2024, v. 184, 107600 | - |
| dcterms.isPartOf | Cement and concrete research | - |
| dcterms.issued | 2024-10 | - |
| dc.identifier.scopus | 2-s2.0-85198007067 | - |
| dc.identifier.pmid | - | |
| dc.identifier.eissn | 1873-3948 | - |
| dc.identifier.artn | 107600 | - |
| dc.description.validate | 202512 bcch | - |
| dc.identifier.FolderNumber | a4237d | en_US |
| dc.identifier.SubFormID | 52390 | en_US |
| dc.description.fundingSource | RGC | en_US |
| dc.description.fundingSource | Others | en_US |
| dc.description.fundingText | This research was supported by Guangdong Province R&D Plan for Key Areas (Project code: 2019B111107002), the Hong Kong Research Grants Council – Theme-based Research Scheme (Project code: T22-502/18-R), City University of Hong Kong Startup Funding "Advanced Functional Construction Materials (AFCM) for Sustainable Built Environment" (Project code: 9380165), and The Hong Kong Polytechnic University through the Post-doctoral Fellowship (Project code: 1-W21R) and the Research Institute for Sustainable Urban Development (No. 1-BBWE). | en_US |
| dc.description.pubStatus | Published | en_US |
| dc.date.embargo | 2026-10-31 | en_US |
| dc.description.oaCategory | Green (AAM) | en_US |
| Appears in Collections: | Journal/Magazine Article | |
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