Please use this identifier to cite or link to this item:
http://hdl.handle.net/10397/89502
| DC Field | Value | Language |
|---|---|---|
| dc.contributor | Department of Civil and Environmental Engineering | en_US |
| dc.creator | Cheng, Q | en_US |
| dc.creator | Zhou, C | en_US |
| dc.creator | Ng, CWW | en_US |
| dc.creator | Tang, CS | en_US |
| dc.date.accessioned | 2021-04-09T08:50:07Z | - |
| dc.date.available | 2021-04-09T08:50:07Z | - |
| dc.identifier.issn | 0013-7952 | en_US |
| dc.identifier.uri | http://hdl.handle.net/10397/89502 | - |
| dc.language.iso | en | en_US |
| dc.publisher | Elsevier | en_US |
| dc.rights | © 2020 Elsevier B.V. All rights reserved. | en_US |
| dc.rights | © 2020. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/. | en_US |
| dc.rights | The following publication Cheng, Q., Zhou, C., Ng, C. W. W., & Tang, C. S. (2020). Effects of soil structure on thermal softening of yield stress. Engineering Geology, 269, 105544 is available at https://dx.doi.org/10.1016/j.enggeo.2020.105544. | en_US |
| dc.subject | Loess | en_US |
| dc.subject | Structure | en_US |
| dc.subject | Temperature | en_US |
| dc.subject | Yielding | en_US |
| dc.title | Effects of soil structure on thermal softening of yield stress | en_US |
| dc.type | Journal/Magazine Article | en_US |
| dc.identifier.volume | 269 | en_US |
| dc.identifier.doi | 10.1016/j.enggeo.2020.105544 | en_US |
| dcterms.abstract | Thermal softening is generally referred as the reduction of yield stress with increasing temperature. Previous experimental studies of thermal softening focus on a single type of specimen (either intact or recompacted). In this study, thermal softening of saturated intact, recompacted and reconstituted loess specimens was investigated through temperature-controlled isotropic compression tests. Scanning electron microscope (SEM) measurements were also carried out to evaluate the microstructures of these specimens. It is found when soil temperature increases from 5 to 50 °C, the yield stresses of the intact, recompacted and reconstituted specimens decreased by about 33%, 46% and 51%, respectively. The most resistant structure of intact specimen to thermal softening is mainly because its inter-particle contacts are stabilized by clay aggregates, as evident by SEM results. Reconstituted specimen has the least resistant structure to thermal softening, mainly because clay particles in reconstituted specimen float on the surface of silt particles rather than at inter-particle contacts. | en_US |
| dcterms.accessRights | open access | en_US |
| dcterms.bibliographicCitation | Engineering geology, May 2020, v. 269, 105544 | en_US |
| dcterms.isPartOf | Engineering geology | en_US |
| dcterms.issued | 2020-05 | - |
| dc.identifier.scopus | 2-s2.0-85080107588 | - |
| dc.identifier.eissn | 1872-6917 | en_US |
| dc.identifier.artn | 105544 | en_US |
| dc.description.validate | 202104 bcvc | en_US |
| dc.description.oa | Accepted Manuscript | en_US |
| dc.identifier.FolderNumber | a0692-n13 | - |
| dc.identifier.SubFormID | 975 | - |
| dc.description.fundingSource | RGC | en_US |
| dc.description.fundingText | 616812, 16216116 | en_US |
| dc.description.pubStatus | Published | en_US |
| dc.description.oaCategory | Green (AAM) | en_US |
| Appears in Collections: | Journal/Magazine Article | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| Cheng_Soil_Thermal_Softening.pdf | Pre-Published version | 1.26 MB | Adobe PDF | View/Open |
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