Open Access
| Issue |
E3S Web Conf.
Volume 276, 2021
2021 5th International Conference on Water Conservancy, Hydropower and Building Engineering (WCHBE 2021)
|
|
|---|---|---|
| Article Number | 01011 | |
| Number of page(s) | 7 | |
| Section | Water Conservancy and Hydropower and Natural Geological Exploration | |
| DOI | https://doi.org/10.1051/e3sconf/202127601011 | |
| Published online | 23 June 2021 | |
- Zhang Yongxing, H.E.. Rock Mechanics[M]. Beij ing: China Architecture & Building Press, 2004. (in Chinese) [Google Scholar]
- H. Kastner. Statik de s tune l und Stollenbauess[M]. Berlin: Springer-Verlag, 1962. [Google Scholar]
- Ren Qingwen, Zhang Hongchao. A revision of Fenner's formula[J]. Journal of Hohai University, 2001(06): 109–111. (in Chinese) [Google Scholar]
- Ren Qingwen, Qiu Ying. Elastic-plastic solution of circular tunnel with liner[J]. Engineering Mechanics, 2005(02): 212–217. (in Chinese) [Google Scholar]
- Li Zongli, Ren Qingwen, Wang Yahong. Elasto-plastic analytical solution of deep-buried circle tunnel considering flow field[J]. Chinese Journal of Rock Mechanics and Engineering, 2004(08): 1291–1995. (in Chinese) [Google Scholar]
- Wang Mingbing, Li Shucai. New elastoplastic solution to circular pressured tunnel with lining[J]. Chinese Journal of Rock Mechanics and Engineering, 2007(S2): 3770–3775. (in Chinese) [Google Scholar]
- Wang, Ju, Zhong Zuliang, Liu Xinliang et al. D-P yield criterion based elastoplastic solution of the circular pressure tunnel[J]. Modern Tunnelling Technology, 2019, 56(04):74–80. (in Chinese) [Google Scholar]
- Fan Wen, Y.U. Maohong, Chen Liwei. An analytic solution of elastoplastic pressure tunnel considering material softening and dilatancy[J]. Engineering Mechanics, 2004, 21(5): 16–24.(in Chinese) [Google Scholar]
- Chu Zhaofei, Liu Baoguo, Liu Kaiyun et al. Analytical viscoelastic solutions for lined circular tunnels under two contact conditions in a non-hydrostatic stress field[J]. Rock and Soil Mechanics, 2017, 38(11): 3215–3224. (in Chinese) [Google Scholar]
- S.W. Zhou, C.C. Xia, S.G., et al. An analytical solution for mechanical responses induced by temperature and air pressure in a lined rock cavern for underground compressed air energy storage[J]. Rock Mechanics and Rock Engineering, 2014, 48: 749–770. [Google Scholar]
- C.C. Xia, Y. Zhou, S.W. Zhou, P.Y. Zhang, F. Wan, A simplified and unified analytical solution for temperature and pressure variations in compressed air energy storage caverns[J]. Renewable Energy, 2015, 74, 718–726. [Google Scholar]
- Huang Hongwei, Liu Dejun, Xue Yadong et al. Numerical analysis of cracking of tunnel linings based on extended finite element[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(02):266–275.(in Chinese) [Google Scholar]
- Zhang Wei, Liu Zhen, Dai Beibin, et al. Numerical simulation of reinforced concrete lining cracking for pressure tunnel[J]. Water Resources and Power, 2017, 35(04): 130–134. (in Chinese) [Google Scholar]
- Wang Jianxiu, Zhu Hehua, Tang Yiqun, et al. Cracking in twin-arc highway tunnels and its prevention measures[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(02): 195–202. (in Chinese) [Google Scholar]
- Zheng Yingren, Zhu Hehua, Fang Zhengchang et al. The stability analysis and design theory of surrounding rock of underground engineering[M]. Beijing: China Communications Press, 2012. (in Chinese) [Google Scholar]
- Li Luxian, Wang Tiejun. The extended finite element method and its applications-Areview[J]. Advances in Mechanics, 2005, 35(1): 5–20. (in Chinese) [Google Scholar]
- Belytschko, T., Black, T. Elastic crack growth in finite elements with minimal remeshing[J]. International Journal for Numerical Methods in Engineering, 1999(45): 601–620. [Google Scholar]
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