Please use this identifier to cite or link to this item:
http://hdl.handle.net/10397/115827
| DC Field | Value | Language |
|---|---|---|
| dc.contributor | Department of Civil and Environmental Engineering | - |
| dc.creator | Wei, P | - |
| dc.creator | Yin, ZY | - |
| dc.creator | Yao, C | - |
| dc.creator | Ren, Z | - |
| dc.creator | Zheng, YY | - |
| dc.creator | Ma, W | - |
| dc.date.accessioned | 2025-11-04T03:15:58Z | - |
| dc.date.available | 2025-11-04T03:15:58Z | - |
| dc.identifier.issn | 1674-7755 | - |
| dc.identifier.uri | http://hdl.handle.net/10397/115827 | - |
| dc.language.iso | en | en_US |
| dc.publisher | 科学出版社 (Kexue Chubanshe,Science Press) | en_US |
| dc.rights | © 2025 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Published by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/). | en_US |
| dc.rights | The following publication Wei, P., Yin, Z.-Y., Yao, C., Ren, Z., Zheng, Y.-Y., & Ma, W. (2025). Atomistic origin of montmorillonite clay subjected to freeze-thaw hysteresis. Journal of Rock Mechanics and Geotechnical Engineering, 17(9), 5989–6006 is available at https://doi.org/10.1016/j.jrmge.2024.11.004. | en_US |
| dc.subject | Freeze-thaw cycles | en_US |
| dc.subject | Frozen soil | en_US |
| dc.subject | Molecular dynamics | en_US |
| dc.subject | Nuclear magnetic resonance (NMR) | en_US |
| dc.subject | Ultra-low temperatures | en_US |
| dc.title | Atomistic origin of montmorillonite clay subjected to freeze-thaw hysteresis | en_US |
| dc.type | Journal/Magazine Article | en_US |
| dc.identifier.spage | 5989 | - |
| dc.identifier.epage | 6006 | - |
| dc.identifier.volume | 17 | - |
| dc.identifier.issue | 9 | - |
| dc.identifier.doi | 10.1016/j.jrmge.2024.11.004 | - |
| dcterms.abstract | The freeze-thaw cycles of frozen soil could significantly affect its thermo-hydro-mechanical-chemical (THMC) properties, causing the frost heaving and thawing settlement. The microscale essence is the water-ice phase transition, but the microscale details are still poorly understood, especially at ultra-low temperatures. Nuclear magnetic resonance (NMR) technology and molecular dynamics (MD) simulation method were performed to explore the freeze-thaw behaviors of montmorillonite clay under temperature of 210–293 K. Then, the water-ice phase transition, freeze-thaw hysteresis, ice nucleation mechanism, and surface effect of clay at an atomistic level were discussed. A classification method of different types of unfrozen water through NMR experiment was proposed, including bulk, capillary, and bound water. Here, it is found that: (1) the freeze-thaw process of frozen soil at the macroscale was essentially the occurrence of ice-water phase transition at the microscale. (2) The freeze-thaw hysteresis was caused by different growth and melting rates of ice crystals, where the ice growth/nucleation on clay surface (i.e. freeze process) was more difficult to develop. (3) The surface effect of clay was essential for the ice nucleation and the existence of bound water. For example, little unfrozen water still existed in unfrozen soil even at 213 K. (4) For unsaturated frozen soil, the quasi-liquid water was an essential component of unfrozen water that cannot be ignored. This work could provide an atomistic insight to unravel the atomistic origin of the freeze-thaw mechanism of montmorillonite clay and complement relevant experimental evidence. | - |
| dcterms.abstract | Graphical abstract: [Figure not available: see fulltext.] | - |
| dcterms.accessRights | open access | en_US |
| dcterms.bibliographicCitation | Journal of rock mechanics and geotechnical engineering, Sept 2025, v. 17, no. 9, p. 5989-6006 | - |
| dcterms.isPartOf | Journal of rock mechanics and geotechnical engineering | - |
| dcterms.issued | 2025-09 | - |
| dc.identifier.scopus | 2-s2.0-105009692285 | - |
| dc.identifier.eissn | 2589-0417 | - |
| dc.description.validate | 202511 bcch | - |
| dc.description.oa | Version of Record | en_US |
| dc.identifier.FolderNumber | OA_Scopus/WOS | en_US |
| dc.description.fundingSource | RGC | en_US |
| dc.description.fundingSource | Others | en_US |
| dc.description.fundingText | This research was financially supported by the Open Fund of State Key Laboratory of Frozen Soil Engineering (Grant No. SKLFSE202104), the Natural Science Foundation of GuangDong Basic and Applied Basic Research Foundation (Grant No. 2024A1515011853), and the Research Grants Council (RGC) of Hong Kong Special Administrative Region Government (HKSARG) of China (Grant Nos.: N_PolyU534/20). | en_US |
| dc.description.pubStatus | Published | en_US |
| dc.description.oaCategory | CC | en_US |
| Appears in Collections: | Journal/Magazine Article | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| 1-s2.0-S1674775524005055-main.pdf | 11.46 MB | Adobe PDF | View/Open |
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