| Autor: |
Fei Yuan, An-chi Shi, Jia-wen Zhou, Wang-bing Hong, Meng Wang, Gong-da Lu, Qin Chen, Hai-bo Li |
| Jazyk: |
angličtina |
| Rok vydání: |
2021 |
| Předmět: |
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| Zdroj: |
Advances in Civil Engineering, Vol 2021 (2021) |
| Druh dokumentu: |
article |
| ISSN: |
1687-8094 |
| DOI: |
10.1155/2021/2988998 |
| Popis: |
In the process of underground cavern excavation, the existence of the interlayer shear zones or large faults often makes the surrounding rock tend to be unstable or even deformed. Under the influence of interlayer shear zone C2, different degrees of deformation and failure occurred in many parts during the excavation of the Baihetan left bank underground powerhouse. Based on field monitoring and numerical calculation, this paper studies the deformation and failure characteristics of the rock mass with C2 in the whole excavation process and the failure mechanisms are analyzed. The results show that C2 has poor mechanical properties. In the process of excavation, it mainly induces two failure modes: rock collapse and shear deformation, which specifically leads to rock collapses, large deformation and shotcrete cracking in the main powerhouse, and shear deformation in the omnibus bar caves. In addition, the similarities and differences between this study and other studies on the deformation and failure of surrounding rock of underground powerhouse in recent years are discussed, and the relevant treatment measures for C2 are given. The above research results can be a reference for other related studies. |
| Databáze: |
Directory of Open Access Journals |
| Externí odkaz: |
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