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Probabilistic prediction of the spatial distribution of potential key blocks during tunnel surrounding rock excavation

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Abstract

Jointed network simulations tend to be more random in nature due to the uncertainty of rock mass structures. In this paper, a series of jointed network models can be established in batches using Monte Carlo simulation (MSC) and loop iteration. Taking the joints, tunnel profile and their intersections as the edges E and vertices V of graph G, the jointed network model can serve as an unweighted undigraph. Then, the breadth-first search is introduced to search the closed paths around the tunnel profile, such as the potential key blocks. With batch simulation of network models, the spatial distribution characteristics and probability distribution rules of blocks can be automatically analysed during the search process. For comparison, the Laohushan tunnel of the Jinan Belt Expressway in China has been analysed using the breadth-first search, discontinuous deformation analysis method and procedure of “Finding the Key Blocks-Unrolled Tunnel Joint Trace Maps”. Each simulation starts from the same probabilistic model of geometrical parameters of joints but develops differently with different outcomes. The spatial distribution rule of potential key blocks simulated by the aforementioned batch jointed network models is essentially identical to the actual rockfall during tunnel excavation.

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References

  • Asheghi R, Hosseini SA, Saneie M, Shahri AA (2020) Updating the neural network sediment load models using different sensitivity analysis methods: a regional application. J Hydroinf 22(3):562–577

    Article  Google Scholar 

  • Assali P, Grussenmeyer P, Villemin T, Pollet N, Viguier F (2016) Solid images for geostructural mapping and key block modeling of rock discontinuities. Comput Geosci 89:21–31

    Article  Google Scholar 

  • Boldini D, Guido GL, Margottini C, Spizzichino D (2018) Stability analysis of a large-volume block in the historical rock-cut city of Vardzia (Georgia). Rock Mech Rock Eng 51:341–349

    Article  Google Scholar 

  • Fattahi H, Varmazyari Z, Babanouri N (2019) Feasibility of Monte Carlo simulation for predicting deformation modulus of rock mass. Tunn Undergr Space Technol 89:151–156

    Article  Google Scholar 

  • Fu GY, Ma GW, Qu XL, Huang D (2016) Stochastic analysis of progressive failure of fractured rock masses containing non-persistent joint sets using key block analysis. Tunn Undergr Space Technol 51:258–269

    Article  Google Scholar 

  • Ghaderi A, Shahri AA, Larsson S (2019) An artificial neural network based model to predict spatial soil type distribution using piezocone penetration test data (CPTu). Bull Eng Geol Env 78:4579–4588

    Article  Google Scholar 

  • Golian M, Katibeh H, Singh VP, Ostad-Ali-Askari K (2019) Prediction of tunneling impact on flow rates of adjacent extraction water wells. Quarterly J Eng Geol Hydrogeol. 53(2):qjegh055

    Google Scholar 

  • González-Palacio C, Menéndez-Díaz A, Álvarez-Vigil AE, González-Nicieza C (2005) Identification of non-pyramidal key blocks in jointed rock masses for tunnel excavation. Comput Geotech 32(3):179–200

    Article  Google Scholar 

  • Goodman RE, Shi GH (1985) Block Theory and its Application to Rock Engineering. Prentice-Hall Inc., Englewood Cliffs, New Jersey

    Google Scholar 

  • Han S, Wang G, Li MC (2018) A trace map comparison algorithm for the discrete fracture network models of rock masses. Comput Geosci 115:31–41

    Article  Google Scholar 

  • He P, Li SC, Li LP, Zhang QQ, Zhang J, Xu F, Chen YJ (2017) Discontinuous deformation analysis of super section tunnel surrounding rock stability based on joint distribution simulation. Comput Geotechnic 91:218–229

    Article  Google Scholar 

  • Jiao YY, Zhang XL, Li TC (2010) DDARF method for simulating the whole damage process of jointed rock mass. Science Press, Beijing

    Google Scholar 

  • Li LH, Huang BX, Li YY, Hu RL, Li X (2018) Multi-scale modeling of shale laminas and fracture networks in the Yanchang formation. Southern Ordos Basin, China, Eng Geol 243:231–240

    Google Scholar 

  • Li LP, Yang GY, Liu HL, Song SG, Fan HY (2021) A Quantitative Model for the Geological Strength Index based on attribute mathematics and Its Application. Bull Eng Geol Env. https://doi.org/10.1007/s10064-021-02358-4

    Article  Google Scholar 

  • Li MC, Zhang Y, Zhou SB, Yan FG (2017) Refined modeling and identification of complex rock blocks and block-groups based on an enhanced DFN model. Tunn Undergr Space Technol 62:23–34

    Article  Google Scholar 

  • Liu TX, Deng JH, Zheng J, Zheng L, Zhang ZH, Zheng HC (2017) A new semi-deterministic block theory method with digital photogrammetry for stability analysis of a high rock slope in China. Eng Geol 216:76–89

    Article  Google Scholar 

  • Longoni L, Arosio D, Scaioni M, Papini M, Zanzi L, Roncella R, Brambilla D (2012) Surface and subsurface non-invasive investigations to improve the characterization of a fractured rock mass. J Geophys Eng 9(5):461–472

    Article  Google Scholar 

  • Ostad-Ali-Askari K, Kharazi HG, Shayannejad M, Zareian MJ (2019a) Effect of management strategies on reducing negative impacts of climate change on water resources of the isfahan-borkhar aquifer using MODFLOW. River Res Appl 35(6):611–631

    Article  Google Scholar 

  • Ostad-Ali-Askari K, Kharazi HG, Shayannejad M, Zareian MJ (2019) Effect of Climate Change on Precipitation Patterns in an Arid Region Using GCM Models: Case Study of Isfahan-Borkhar Plain. Natural Hazards Review 21(2):04020006-1-04020006-6.

  • Pichery C (2014) Sensitivity analysis. Encycloped Toxicol (third Edition). https://doi.org/10.1016/B978-0-12-386454-3.00431-0

    Article  Google Scholar 

  • Razavi S, Jakeman A, Saltelli A, Prieur C et al (2021) The future of sensitivity analysis: an essential discipline for systems modeling and policy support. Environ Model Softw 137:104954. https://doi.org/10.1016/j.envsoft.2020.104954

    Article  Google Scholar 

  • Shahri AA, Larsson S, Crister Renkel C (2020) Artificial intelligence models to generate visualized bedrock level: a case study in Sweden. Model Earth Syst Environ 6:1509–1528

    Article  Google Scholar 

  • Shahri AA, Kheiri A, Hamzeh A (2021) Subsurface topographic modeling using geospatial and data driven algorithm. Int. J. Geo-Inf. 10(5):341. https://doi.org/10.3390/ijgi10050341

    Article  Google Scholar 

  • Shi GH, Goodman RE (1989) The key blocks of unrolled joint traces in developed maps of tunnel walls. Int J Numer Anal Methods Geomech 13:131–158

    Article  Google Scholar 

  • Sun SQ, He P, Wang G, Li WT, Wang HB, Chen DY, Xu F (2021) Shape characterization methods of irregular cavity using Fourier analysis in tunnel. Math Comput Simul. https://doi.org/10.1016/j.matcom.2021.02.015

    Article  Google Scholar 

  • Wang S, Li LP, Cheng S, Yang JY, Jin H, Gao S, Wen T (2021) Study on an improved real-time monitoring and fusion prewarning method of water inrush in tunnels. Tunn Undergr Space Technol 112:103884. https://doi.org/10.1016/j.tust.2021.103884

    Article  Google Scholar 

  • Wang SH, Ni PP, Guo MD (2013) Spatial characterization of joint planes and stability analysis of tunnel blocks. Tunn Undergr Space Technol 38:357–367

    Article  Google Scholar 

  • Warburton PM (1981) Vector stability analysis of an arbitrary polyhedral rock block with any number of free faces. Int. J. Rock Mech. Min. Sci. Geomech. Abstr.18 (5), 415–427.

  • Wu AQ, Ding XL, Chen SH, Shi GH (2006) Researches on deformation and failure characteristics of an underground powerhouse with complicated geological conditions by DDA method. Chin J Rock Mech Eng 25(1):2–8

    Google Scholar 

  • Xu CS, Dowd P (2010) A new computer code for discrete fracture network modelling. Comput Geosci 36(3):292–301

    Article  Google Scholar 

  • Zhang QH, Wu AQ, Zhang LJ (2014) Statistical analysis of stochastic blocks and its application to rock support. Tunn Undergr Space Technol 43:426–439

    Article  Google Scholar 

  • Zhang QH, Ding XL, Wu AQ (2017) A comparison of the application of block theory and 3D block-cutting analysis. Int J Rock Mech Min Sci 99:39-49+

    Article  Google Scholar 

Download references

Acknowledgements

This research was funded by National Natural Science Foundation of China (Grant number: 51909150); National Natural Science Foundation of China (No. 51808359); National Natural Science Foundation of China (No. 52009076); Shandong Provincial Key Research and Development Program (No. 2019JZZY010428).

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Correspondence to Shang-qu Sun.

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He, P., Li, Lp., Wang, G. et al. Probabilistic prediction of the spatial distribution of potential key blocks during tunnel surrounding rock excavation. Nat Hazards 111, 1721–1740 (2022). https://doi.org/10.1007/s11069-021-05113-w

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  • DOI: https://doi.org/10.1007/s11069-021-05113-w

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