Please use this identifier to cite or link to this item:
http://hdl.handle.net/10397/114861
| DC Field | Value | Language |
|---|---|---|
| dc.contributor | Department of Civil and Environmental Engineering | - |
| dc.creator | Xia, Y | - |
| dc.creator | Wang, Y | - |
| dc.creator | Yang, H | - |
| dc.creator | Zhao, D | - |
| dc.creator | Yin, Z | - |
| dc.creator | Tang, C | - |
| dc.creator | Chen, J | - |
| dc.date.accessioned | 2025-09-01T01:53:02Z | - |
| dc.date.available | 2025-09-01T01:53:02Z | - |
| dc.identifier.issn | 0723-2632 | - |
| dc.identifier.uri | http://hdl.handle.net/10397/114861 | - |
| dc.language.iso | en | en_US |
| dc.publisher | Springer Wien | en_US |
| dc.rights | © The Author(s) 2025 | en_US |
| dc.rights | Open Access This article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if changes were made. The images or other third party material in this article are included in the article's Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article's Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by/4.0/. | en_US |
| dc.rights | The following publication Xia, Y., Wang, Y., Yang, H. et al. Studies on Mechanical Properties and Failure Characteristics of Anisotropic Shale Under True Triaxial Loading at Real-Time High Temperature. Rock Mech Rock Eng 58, 7203–7234 (2025) is available at https://doi.org/10.1007/s00603-025-04493-w. | en_US |
| dc.subject | Anisotropy | en_US |
| dc.subject | Brittleness evaluation | en_US |
| dc.subject | Real-time high temperature | en_US |
| dc.subject | Shale | en_US |
| dc.subject | True triaxial compression test | en_US |
| dc.title | Studies on mechanical properties and failure characteristics of anisotropic shale under true triaxial loading at real-time high temperature | en_US |
| dc.type | Journal/Magazine Article | en_US |
| dc.identifier.spage | 7203 | - |
| dc.identifier.epage | 7234 | - |
| dc.identifier.volume | 58 | - |
| dc.identifier.issue | 7 | - |
| dc.identifier.doi | 10.1007/s00603-025-04493-w | - |
| dcterms.abstract | The efficient extraction of deep shale gas (burial depth > 3500 m) in challenging high-temperature and high-stress environments plays a pivotal role in advancing natural gas development. This study investigates how real-time high temperatures and bedding plane inclinations (BPI) affect the mechanical properties of shale, including strength, deformation, and brittleness, under true triaxial loading conditions. Experiments on Longmaxi Formation shale reveal that the true triaxial compressive strength (TCS) and elastic modulus (TEM) exhibit significant temperature thresholds between 120 ℃ and 160 ℃, attributed to the dissipation of adsorbed water in clay minerals speculatively. Failure modes are significantly affected by temperature and bedding plane inclination (BPI). Notably, for samples with a 45° BPI, fracture strike changes occur at higher temperatures (160 ℃ and 200 ℃) due to reduced shear strength along bedding planes. Numerical simulations confirm that this is driven by differing thermal expansion coefficients between bedding planes and the matrix. Additionally, brittleness, evaluated through stress–strain based indices, is affected by temperature, BPI, and loading direction relative to bedding planes. These findings significantly advance the understanding of anisotropic shale behavior under high-temperature conditions, offering insights for optimizing engineering strategies in deep shale gas extraction. | - |
| dcterms.accessRights | open access | en_US |
| dcterms.bibliographicCitation | Rock mechanics and rock engineering, July 2025, v. 58, no. 7, p. 7203-7234 | - |
| dcterms.isPartOf | Rock mechanics and rock engineering | - |
| dcterms.issued | 2025-07 | - |
| dc.identifier.scopus | 2-s2.0-105000518200 | - |
| dc.identifier.eissn | 1434-453X | - |
| dc.description.validate | 202509 bcch | - |
| dc.description.oa | Version of Record | en_US |
| dc.identifier.FolderNumber | OA_TA | en_US |
| dc.description.fundingSource | Others | en_US |
| dc.description.fundingText | This study was funded by the National Natural Science Foundation of China (Grant Nos. 42377156, 42,077,251). This research was also financially supported by the Hong Kong Polytechnic University Strategic Importance Fund (ZE2T) and the Project of Research Institute of Land and Space (CD78). | en_US |
| dc.description.pubStatus | Published | en_US |
| dc.description.TA | Springer Nature (2025) | en_US |
| dc.description.oaCategory | TA | en_US |
| Appears in Collections: | Journal/Magazine Article | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| s00603-025-04493-w.pdf | 6.19 MB | Adobe PDF | View/Open |
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