Abstract
In order to figure out the damage and failure characteristics of Longmaxi shale in deformation and failure under loading, three cylindrical specimens were prepared to conduct real- time uniaxial tests. Micro-focus X-ray computed tomography (μ-CT) at different stress levels were used to obtain reconstructed stereograms, and horizontal CT images were obtained for analysis. Based on the scanning results, the initial mineral and pore distribution were extracted and found that they have a combined influence on the compression strength of shale. The cracking evolution were first characterized quantitatively by the changing of pore ratio and crack volume. Moreover, the final crack morphologies were established and the failure degree was assessed by crack volume. The effect of internal mineral and pore evolution on the fracture mode was discussed and showed that the scattered mineral has little effect on the final crack and the increase in pore ratio related to the crack volume.
Original language | English |
---|---|
Title of host publication | Rock Mechanics for Natural Resources and Infrastructure Development- Proceedings of the 14th International Congress on Rock Mechanics and Rock Engineering, ISRM 2019 |
Editors | Sergio A.B. da Fontoura, Ricardo José Rocca, José Félix Pavón Mendoza |
Publisher | CRC Press |
Pages | 1157-1164 |
Number of pages | 8 |
ISBN (Print) | 9780367422844 |
Publication status | Published - 2020 |
Event | International Congress on Rock Mechanics and Rock Engineering 2019 - Foz do Iguaçu, Brazil Duration: 13 Sept 2019 → 18 Sept 2019 Conference number: 14th http://www.isrm2019.com/ |
Publication series
Name | Rock Mechanics for Natural Resources and Infrastructure Development- Proceedings of the 14th International Congress on Rock Mechanics and Rock Engineering, ISRM 2019 |
---|
Conference
Conference | International Congress on Rock Mechanics and Rock Engineering 2019 |
---|---|
Abbreviated title | ISRM 2019 |
Country/Territory | Brazil |
City | Foz do Iguaçu |
Period | 13/09/19 → 18/09/19 |
Internet address |