Open Access
E3S Web Conf.
Volume 198, 2020
2020 10th Chinese Geosynthetics Conference & International Symposium on Civil Engineering and Geosynthetics (ISCEG 2020)
Article Number 02014
Number of page(s) 4
Section Structural Engineering Monitoring, Control, Repair and Reinforcement
Published online 26 October 2020
  1. Choi S O , Shin H S . stability analysis of a tunnel excavated in a weak rock mass and the optimal supporting system design[J]. International Journal of Rock Mechanics and Mining Sciences, 2004, 41(3):537-0. [CrossRef] [Google Scholar]
  2. Alejano L R , Alfonso Rodríguez-Dono, María Veiga. Plastic radii and longitudinal deformation profiles of tunnels excavated in strain-softening rock masses[J]. Tunnelling and Underground Space Technology incorporating Trenchless Technology Research, 2012, 30(none):169-182. [CrossRef] [Google Scholar]
  3. Liu Pishi, Fang Jianqin. Application of elastoplastic analytical method to determine the reasonable time of tunnel support[J]. Highway, 2009(12):186-188. [Google Scholar]
  4. Xie Feng, Jiang Shuping, Li Jianjun. Study on the supporting time of secondary lining of creeping surrounding rock tunnel[J]. Chinese Journal of Underground Space and Engineering, 2006, 2(5): 805-808. [Google Scholar]
  5. Galli G, Grimaldi A, Leonardi A. Three-dimensional modelling of tunnel excavation and lining[J]. Computers and Geotechnics 2004,31:171-183 [Google Scholar]
  6. Pan YW, Dong JJ. TIME-DEPENDENT TUNNEL CONVERGENCE .1. FORMULATION OF THE MODEL[J]. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts 1991,28:469-475. [CrossRef] [Google Scholar]

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