Comprehensive safety evaluation method of surrounding rock during underground cavern construction
Article Properties
-
LanguageEnglish
-
DOI (url)
-
Publication Date2021/02/01
-
Journal
-
Indian UGC (journal)
-
Refrences16
-
Citations14
-
Qingwen Ren
-
Lei Xu
-
Aixi Zhu
-
Mingzhang Shan
-
Linfei Zhang
-
Jiafeng Gu
-
Lei Shen
Cite
Ren, Qingwen, et al. “Comprehensive Safety Evaluation Method of Surrounding Rock During Underground Cavern Construction”. Underground Space, vol. 6, no. 1, 2021, pp. 46-61, https://doi.org/10.1016/j.undsp.2019.10.003.
Ren, Q., Xu, L., Zhu, A., Shan, M., Zhang, L., Gu, J., & Shen, L. (2021). Comprehensive safety evaluation method of surrounding rock during underground cavern construction. Underground Space, 6(1), 46-61. https://doi.org/10.1016/j.undsp.2019.10.003
Ren Q, Xu L, Zhu A, Shan M, Zhang L, Gu J, et al. Comprehensive safety evaluation method of surrounding rock during underground cavern construction. Underground Space. 2021;6(1):46-61.
Refrences
| Title | Journal | Journal Categories | Citations | Publication Date |
|---|---|---|---|---|
| Back Analysis of Rock Mass Displacements Around a Deep Shaft Using Two- and Three-Dimensional Continuum Modeling | Rock Mechanics and Rock Engineering |
| 22 | 2016 |
| Underground Excavation Behaviour of the Queenston Formation: Tunnel Back Analysis for Application to Shaft Damage Dimension Prediction | Rock Mechanics and Rock Engineering |
| 20 | 2015 |
| A study on sidewall displacement prediction and stability evaluations for large underground power station caverns | International Journal of Rock Mechanics and Mining Sciences |
| 48 | 2010 |
| Back-analysis techniques for the improvement of the understanding of rock in underground constructions | Tunnelling and Underground Space Technology |
| 73 | 2005 |
| The Feedback Analysis of Excavated Rock Slope | Rock Mechanics and Rock Engineering |
| 13 | 2001 |
Refrences Analysis
The category
Technology: Engineering (General). Civil engineering (General) 3
is the most frequently represented among the references in this article. It primarily includes studies from Tunnelling and Underground Space Technology and International Journal of Rock Mechanics and Mining Sciences. The chart below illustrates the number of referenced publications per year.
Refrences used by this article by year
Citations
| Title | Journal | Journal Categories | Citations | Publication Date |
|---|---|---|---|---|
Spatiotemporal difference of deformation and failure affected by a large discontinuity in the surrounding rock mass: A case study at the Baihetan underground powerhouse | Geological Journal |
| 2024 | |
| Deformation Control Standards for the Crown Arch of Large Underground Caverns Considering Uneven Deformation | Rock Mechanics and Rock Engineering |
| 2023 | |
| A digital twin approach for tunnel construction safety early warning and management | Computers in Industry |
| 22 | 2023 |
| Stability classification and construction method analysis of subway stations in upper-soft and lower-hard strata | Engineering Failure Analysis |
| 2 | 2023 |
| Accident pattern recognition in subway construction for the provision of customized safety measures | Tunnelling and Underground Space Technology |
| 5 | 2023 |
Citations Analysis
The category
Technology: Engineering (General). Civil engineering (General) 9
is the most commonly referenced area in studies that cite this article. The first research to cite this article was titled Assessment of plastic zones surrounding the power station cavern using numerical, fuzzy and statistical models and was published in 2019. The most recent citation comes from a 2024 study titled Spatiotemporal difference of deformation and failure affected by a large discontinuity in the surrounding rock mass: A case study at the Baihetan underground powerhouse. This article reached its peak citation in 2023, with 7 citations. It has been cited in 12 different journals, 33% of which are open access. Among related journals, the Applied Sciences cited this research the most, with 2 citations. The chart below illustrates the annual citation trends for this article.