Abstract
The design of rock stability analysis and initial support is critical in the construction of super large span (SLS) chambers. Firstly, the point safety factor under the unloading stress path is derived and established using the instantaneous linearization method, based on the nonlinear Hoek Brown (HB) criterion. The calculation of the point safety factor is realized with the FISH program, and a determination method for the stability of the surrounding rock is proposed. Secondly, a procedure for optimizing the support parameters based on the point safety factor method is proposed to address the shortcomings of the initial support design for SLS chambers. The effect of different support parameters on the stability of the chamber is discussed, and the feasibility of constructing the chamber for different chamber depths, rock levels, and lateral pressure coefficients is then analyzed. A design chart has been developed for the design of a SLS chamber support structure. This research can serve as a reference for the design and construction of similar projects.
Similar content being viewed by others
Data Availability
Enquiries about data availability should be directed to the authors.
References
Ansari A, Rao KS, Jain AK (2022a) Seismic vulnerability of tunnels in Jammu and Kashmir during post-seismic functionality. Geotech Geol Eng 40(11):1–26
Ansari A, Zahoor F, Rao KS, Jain AK (2022b) Seismic response and vulnerability evaluation of Jammu Region (Jammu and Kashmir). Indian Geotech J 52(6):1–14
Ansari A, Rao KS, Jain AK (2023) Seismic response and fragility evaluation of circular tunnels in the Himalayan region: Implications for post-seismic performance of transportation infrastructure projects in Jammu and Kashmir. Tunn Undergr Space Technol 137:1–13
Azad MA, Singh SK, Nair AS (2020) Application of rock mass classification systems for future excavation and support design of proposed road tunnel from Khand Birkot to Sarot Doman in Tehri Garhwal District. Uttarakhand Himal Geol 41(2):234–240
Azad MA, Naithani AK, Singh SK (2022a) Application of the NATM methodology for the excavation of rail tunnel in difficult geological conditions: a case from Garhwal Himalaya, Uttarakhand. J of the Geol Soc of India 98(11):1553–1559
Azad MA, Singh SK, Alok A, Shekhar S, Kumar P (2022b) Geotechnical and geological studies of Adit-6 of the railway tunnel between Rishikesh and Karnprayag in India focusing on the excavation methods and design of support analysis: a case study. Arab J Geosci 15(1):129
Barton N, By TL, Chryssanthakis P, Tunbridge L, Kristiansen J, Løset F, Bhasin RK, Westerdahl H, Vik G (1994) Predicted and measured performance of the 62 m span Norwegian Olympic ice Hockey chamber at Gjøvik. Int J Rock Mech Min Sci Geomech Abstr 31(6):617–641
Bhasin R, Barton N, Løset F (1993) Engineering geological investigations and the application of rock mass classification approach in the construction of Norway’s underground Olympic stadium. Eng Geol 35(1):93–101
Chen JX, Xu ZL, Luo YB, Song JK, Liu WW, Dong FF (2020) Application of the upper-bench CD method in super large-span and shallow tunnel: a case study of Letuan Tunnel. Adv Civ Eng 2020:1–16
Fairhurst C (1964) On the validity of the ‘Brazilian’ test for brittle materials. Int J Rock Mech Min Sci Geomech Abstr 1(4):535–546
Fang CH, Han X, Duan YH, Fang BQ (2012) Analysis on dam-break case of concrete arch dam and forecast of failure scope based on point safety factor. Procedia Eng 28:617–625
Hoek E, Bray J (1981) Rock slope engineering. Institute of Mineral and Metallurgy, London
Hoek E, Carranza-Torres C, Corkum B (2002) Hoek-Brown failure criterion-2002 edition. Proc NARMS-TAC Conf Toronto 1:267–273
Jiang QQ (2009) Analysis of slope stability based on Hoek-Brown criterion point safety factor. J Centr South Univ 40(3):786–790
Li SC, Li SC, Xu BS (2007) Minimum safety factor method for stability analysis of surrounding rock mass of tunnel. Rock Soil Mech 28(3):549–554
Li SC, Yuan C, Feng XD, Li SC (2016) Mechanical behaviour of a large-span double-arch tunnel. KSCE J Civ Eng 20(7):2737–2745
Li X, L Zhang, JW Zhou (2014) Analysis of diversion tunnel point safety factor based on 3D simulation. In: Proceedings Inter Confer on GIS and Res Mana (ICGRM) Guangzhou
Lv G, Liu JY, Zhao Y, Wang T, Yue L (2019) Study on working effect of surrounding rock and design method of supporting structure for super-long span tunnel. Chi Rail Sci 40(05):73–79
Ning Y, Xu WY, Zheng WT, Shi AC, Wu GY (2008) Reinforcement effect analysis and global safety evaluation of arch damand abutment of Baihetan hydro-power station. Chin J of Rock Mech Eng 27(09):1890–1898
Shen K, Zhang ZQ (2003) Point safety factor method for 3-dimensional stability analysis. Pearl River 2:21–22
Sui JX, Xiong CR, Lv Q, Zhang WK, Hou SB (2020) Optimal anchorage length of rock slope based on point safety factor of H-B criterion. Sci Tech and Eng 20(23):9532–9538
Tang JS, Xiong BL, Liu CG (2018) Model test research on excavation method of large-span and shallow-buried bias tunnel in cobble and gravelly soil layer. Adva in Eng Rese 120:336–343
Tian Y, Abdul MQ, Lu DC, Du XL (2023) Stress path of the surrounding soil during tunnel excavation: an experimental study. Transp Geotech 38:100917
Wang JX, Cao AS, Wu Z, Sun ZP, Lin X, Sun L, Liu XT, Li H, Sun YW (2022) Numerical simulation of ultra-shallow buried large-span double-arch tunnel excavated under an expressway. Appl Sci 12(1):39
Wu HG, Pal LF (2020) Research on the deformation mechanisms of a tunnel-landslide system based on the point safety factor of the interface. E3S Web Conf 165:4068
Xu CB, Qin YL (2020) Study on identification of construction method for ultra-large-span tunnel. Adv Civ Eng 2020:1–11
Xue YG, Gong HM, Kong FM, Yang WM, Qiu DH, Zhou BH (2021) Stability analysis and optimization of excavation method of double-arch tunnel with an extra-large span based on numerical investigation. Front Struct Civ Eng 15(1):136–146
Yu C, Li HB, Zhou QS (2012) Analyses of surrounding rock stability of chamber group and seepage field at Dalian underground oil storage. Chin J of Rock Mech and Eng 31(S1):2704–2710
Zhang ZR, Zhu ZQ, Yang YS, Leng XL (2009) Study on point safety factors under different stress paths. Tunn Cons 29(06):626–628
Acknowledgements
This work was financially Funded by Science and Technology Project of Hebei Education Department (QN2023060) and the Open Project Program of Hebei Center for Ecological and Environmental Geology Research (JSYF-202307) and the Doctoral research start-up fund of Hebei GEO University and the National Natural Science Foundation of China under Contract (51478031).
Funding
The authors have not disclosed any funding.
Author information
Authors and Affiliations
Corresponding author
Ethics declarations
Conflict of Interest
The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
About this article
Cite this article
Li, L., Chen, S., Qiao, C. et al. Simulation of Large Span Chamber Stability: Hoek Brown and Point Safety Factor Optimization. Geotech Geol Eng 42, 2921–2936 (2024). https://doi.org/10.1007/s10706-023-02681-5
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s10706-023-02681-5