Damage zones induced by in situ stress unloading during excavation of diversion tunnels for the Jinping II hydropower project-Reference-Cited by-同舟云学术

Damage zones induced by in situ stress unloading during excavation of diversion tunnels for the Jinping II hydropower project

Published:2021-03-19 Issue:6 Volume:80 Page:4689-4715
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Fan Y.,Zheng J. W.,Cui X. Z.,Leng Z. D.,Wang F.,Lv C. C.

Funder

National Natural Science Foundation of China

Educational Commission of Hubei Province of China

Open Foundation of Hydraulic Rock Mechanics of Ministry of Education

Open Foundation of Hubei Key Laboratory of Construction and Management in Hydropower Engineering

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s10064-021-02172-y.pdf

Reference42 articles.

1. Bao H, Zhai Y, Lan HX et al (2019) Distribution characteristics and controlling factors of vertical joint spacing in sand-mud interbedded strata. J Struct Geol 128:103886. https://doi.org/10.1016/j.jsg.2019.103886

2. Barton AAN (2000) TBM tunneling in jointed and faulted rock. Balkema, Rotterdam, pp 61–64

3. Blümling P, Bernier F, Lebon P et al (2007) The excavation damaged zone in clay formations time-dependent behaviour and influence on performance assessment. Phys Chem Earth 32(8):588–599. https://doi.org/10.1016/j.pce.2006.04.034

4. Cai M (2007) Influence of stress path on tunnel excavation response – numerical tool selection and modeling strategy. Tunn Undergr Space Technol 23(6):618–628. https://doi.org/10.1016/j.tust.2007.11.005

5. Chu WJ (2009) Stability and structure safety assessment of surrounding rock in deep buried tunnel. Postdoctoral research report of Hydro China Huadong Engineering Corporation

Cited by 30 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Modelling transient unloading-triggered dynamic responses in rock mass under a non-hydrostatic geo-stress;Computers and Geotechnics;2024-11

2. Numerical study on rock blasting assisted by in-situ stress redistribution;Tunnelling and Underground Space Technology;2024-11

3. Study on the safe distance of spatial intersecting tunnel cavern under ground shock;Tunnelling and Underground Space Technology;2024-10

4. Deformation characteristics of surrounding rock in the intersection area between main tunnel and construction adit of the Xianglushan tunnel;GEOMECH ENG;2024

5. Crack propagation mechanism of smooth blasting holes for tunnel excavation under high in-situ stress;Engineering Fracture Mechanics;2024-06