An experimental investigation on the failure behavior of sandstone with filled fissure under triaxial multilevel cyclic loading
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| Format: | Artículo Open Access |
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Wiley
2024
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| _version_ | 1867007537676550144 |
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| author | Ke‐Sheng Li Yi‐Quan Luan Sheng‐Qi Yang Chuan‐Xiao Liu |
| author_facet | Ke‐Sheng Li Yi‐Quan Luan Sheng‐Qi Yang Chuan‐Xiao Liu Ke‐Sheng Li Yi‐Quan Luan Sheng‐Qi Yang Chuan‐Xiao Liu |
| collection | Wiley Open Access |
| contents | An experimental investigation on the failure behavior of sandstone with filled fissure under triaxial multilevel cyclic loading Ke‐Sheng Li Yi‐Quan Luan Sheng‐Qi Yang Chuan‐Xiao Liu Fatigue & Fracture of Engineering Materials & Structures AbstractRoadways are common in infrastructure of the underground engineering. The surrounding rocks of these roadways are often allowed to work with flaws and are subjected to cyclic loading with variable magnitude. However, the existing experimental data regarding their behavior are insufficient. This study investigated how confining pressure and the inclination of pre‐existing fissures affect the mechanical properties and failure mechanisms of sandstones from the Lu‐Xi coal roadway in Shandong Province. Utilizing triaxial cyclic experiments along with real‐time acoustic emission (AE) monitoring, the findings were presented with respect to the evolution of strength as well as deformation behaviors, failure modes, and AE event frequency. Finally, the impact of the above two factors on damage mechanisms of preflawed sandstone materials were detailed discussed in terms of the fracture mechanics. This study highlights the importance the buried depth and flaws for the rock engineering and the sensitivity of sandstone's mechanical responses in changes in the lateral restriction and fissure angle. 10.1111/ffe.14366 http://onlinelibrary.wiley.com/termsAndConditions#vor |
| doi_str_mv | 10.1111/ffe.14366 |
| format | Artículo Open Access |
| id | wiley_oa_10_1111_ffe_14366 |
| institution | Wiley Open Access |
| license_str_mv | http://onlinelibrary.wiley.com/termsAndConditions#vor |
| publishDate | 2024 |
| publisher | Wiley |
| record_format | wiley_oa |
| spellingShingle | An experimental investigation on the failure behavior of sandstone with filled fissure under triaxial multilevel cyclic loading Ke‐Sheng Li Yi‐Quan Luan Sheng‐Qi Yang Chuan‐Xiao Liu Fatigue & Fracture of Engineering Materials & Structures An experimental investigation on the failure behavior of sandstone with filled fissure under triaxial multilevel cyclic loading Ke‐Sheng Li Yi‐Quan Luan Sheng‐Qi Yang Chuan‐Xiao Liu Fatigue & Fracture of Engineering Materials & Structures AbstractRoadways are common in infrastructure of the underground engineering. The surrounding rocks of these roadways are often allowed to work with flaws and are subjected to cyclic loading with variable magnitude. However, the existing experimental data regarding their behavior are insufficient. This study investigated how confining pressure and the inclination of pre‐existing fissures affect the mechanical properties and failure mechanisms of sandstones from the Lu‐Xi coal roadway in Shandong Province. Utilizing triaxial cyclic experiments along with real‐time acoustic emission (AE) monitoring, the findings were presented with respect to the evolution of strength as well as deformation behaviors, failure modes, and AE event frequency. Finally, the impact of the above two factors on damage mechanisms of preflawed sandstone materials were detailed discussed in terms of the fracture mechanics. This study highlights the importance the buried depth and flaws for the rock engineering and the sensitivity of sandstone's mechanical responses in changes in the lateral restriction and fissure angle. 10.1111/ffe.14366 http://onlinelibrary.wiley.com/termsAndConditions#vor |
| title | An experimental investigation on the failure behavior of sandstone with filled fissure under triaxial multilevel cyclic loading |
| topic | Fatigue & Fracture of Engineering Materials & Structures |
| url | https://onlinelibrary.wiley.com/doi/10.1111/ffe.14366 |