Journal Home Online First Current Issue Archive For Authors Journal Information 中文版

Engineering >> 2021, Volume 7, Issue 2 doi: 10.1016/j.eng.2020.02.016

Prediction of Disc Cutter Life During Shield Tunneling with AI via the Incorporation of a Genetic Algorithm into a GMDH-Type Neural Network

a Department of Civil and Environmental Engineering, College of Engineering, Shantou University, Shantou 515063, China
b Key Laboratory of Intelligence Manufacturing Technology, Ministry of Education, Shantou University, Shantou 515063, China
c Discipline of Civil and Infrastructure, School of Engineering, Royal Melbourne Institute of Technology, Melbourne, VIC 3000, Australia
d Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong, China
e State Key Laboratory of Internet of Things for Smart City, University of Macau, Macau, China

Received: 2019-11-04 Revised: 2020-01-07 Accepted: 2021-02-05 Available online: 2020-09-02

Next Previous

Abstract

Disc cutter consumption is a critical problem that influences work performance during shield tunneling processes and directly affects the cutter change decision. This study proposes a new model to estimate the disc cutter life (Hf) by integrating a group method of data handling (GMDH)-type neural network (NN) with a genetic algorithm (GA). The efficiency and effectiveness of the GMDH network structure are optimized by the GA, which enables each neuron to search for its optimum connections set from the previous layer. With the proposed model, monitoring data including the shield performance database, disc cutter consumption, geological conditions, and operational parameters can be analyzed. To verify the performance of the proposed model, a case study in China is presented and a database is adopted to illustrate the excellence of the hybrid model. The results indicate that the hybrid model predicts disc cutter life with high accuracy. The sensitivity analysis reveals that the penetration rate (PR) has a significant influence on disc cutter life. The results of this study can be beneficial in both the planning and construction stages of shield tunneling.

Figures

Fig. 1

Fig. 2

Fig. 3

Fig. 4

Fig. 5

Fig. 6

Fig. 7

Fig. 8

Fig. 9

Fig. 10

Fig. 11

Fig. 12

Fig. 13

Fig. 14

References

[ 1 ] Wu HN, Shen SL, Yang J, Zhou AN. Soil-tunnel interaction modelling for shield tunnels considering shearing dislocation in longitudinal joints. Tunn Undergr Space Technol 2018;78:168–77. link1

[ 2 ] Elbaz K, Shen SL, Tan Y, Cheng WC. Investigation into performance of deep excavation in sand covered karst: a case report. Soils Found 2018;58 (4):1042–58. link1

[ 3 ] Tan Y, Wei B, Lu Y, Yang B. Is basal reinforcement essential for long and narrow subway excavation bottoming out in Shanghai soft clay? J Geotech Geoenviron Eng 2019;145(5):05019002.

[ 4 ] Tan Y, Jiang W, Luo W, Lu Y, Xu C. Longitudinal sliding event during excavation of Feng-Qi Station of Hangzhou Metro Line 1: postfailure investigation. J Perform Constr Facil 2018;32(4):04018039. link1

[ 5 ] Lyu HM, Shen SL, Zhou AN, Yang J. Perspectives for flood risk assessment and management for mega-city metro system. Tunn Undergr Space Technol 2019;84:31–44. link1

[ 6 ] Cheng WC, Ni JC, Arulrajah A, Huang HW. A simple approach for characterising tunnel bore conditions based upon pipe-jacking data. Tunn Undergr Space Technol 2018;71:494–504. link1

[ 7 ] Elbaz K, Shen SL, Sun WJ, Yin ZY, Zhou AN. Prediction model of shield performance during tunneling via incorporating improved Particle Swarm Optimization into ANFIS. IEEE Acc 2020;8(1):39659–71. link1

[ 8 ] Ren DJ, Shen SL, Zhou A, Chai JC. Prediction of lateral continuous wear of cutter ring in soft ground with quartz sand Original edge. Comput Geotech 2018;103:86–92. link1

[ 9 ] Zhang N, Shen SL, Zhou AN, Arul A. Tunneling induced geohazards in mylonite rock fault with rich groundwater: a case study in Guangzhou. Tunn Undergr Space Technol 2018;74:262–72. link1

[10] Ren DJ, Shen JS, Chai JC, Zhou AN. Analysis of disk cutter failure in shield tunnelling using 3D circular cutting theory. Eng Failure Anal 2018;90:23–35. link1

[11] Liu X, Xu M, Qin P. Joints and confining stress influencing on rock fragmentation with double disc cutters in the mixed ground. Tunn Undergr Space Technol 2019;83:461–74. link1

[12] Wang L, Li H, Zhao X, Zhang Q. Development of a prediction model for the wear evolution of disc cutters on rock TBM cutterhead. Tunn Undergr Space Technol 2017;67:147–57. link1

[13] Shen SL, Cui QL, Ho CE, Xu YS. Ground response to multiple parallel microtunneling operations in cemented silty clay and sand. J Geotech Geoenviron Eng 2016;142(5):04016001. link1

[14] Ren DJ, Shen SL, Arul A, Cheng WC. Prediction model of TBM disc cutter wear during tunnelling in heterogeneous ground. Rock Mech Rock Eng 2018;51 (11):3599–611. link1

[15] Gharahbagh EA, Rostami J, Talebi K. Experimental study of the effect of conditioning on abrasive wear and torque requirement of full face tunnelling machines. Tunn Undergr Space Technol 2014;41:127–36. link1

[16] Oparin VN, Tanaino AS. A new method to test rock abrasiveness based on physico-mechanical and structural properties of rocks. J Rock Mech Geotech Eng 2015;7(3):250–5. link1

[17] Elbaz K, Shen SL, Arulrajah A, Horpibulsuk S. Geohazards induced by anthropic activities of geoconstruction: a review of recent failure cases. Arabian J Geosci 2016;9(18):708. link1

[18] Küpferle J, Röttger A, Theisen W. Excavation tool concepts for TBMs— understanding the material-dependent response to abrasive wear. Tunn Undergr Space Technol 2017;68:22–31. link1

[19] Cheng WC, Ni JC, Shen SL. Experimental and analytical modeling of shield segment under cyclic loading. Int J Geomech 2017;17(6):04016146. link1

[20] Rostami J. Hard rock TBM cutterhead modeling for design and performance prediction. Geomech Tunn 2008;1(1):18–28. link1

[21] Geng Q, Bruland A, Macias FJ. Analysis on the relationship between layout and consumption of face cutters on hard rock tunnel boring machines (TBMs). Rock Mech 2017;51(1):279–97. link1

[22] Zhou XP, Zhai SF, Bi J. Two-dimensional numerical simulation of rock fragmentation by TBM cutting tools in mixed-face ground. Int J Geomech 2018;18(3):06018004. link1

[23] Hassanpour J. Development of an empirical model to estimate disc cutter wear for sedimentary and low to medium grade metamorphic rocks. Tunn Undergr Space Technol 2018;75:90–9. link1

[24] Yang J, Zhang X, Ji P, Liu Q, Lu X, Wei J. Analysis of disc cutter damage and consumption of TBM1 section on water conveyance tunnel at Lanzhou water source construction engineering. Tunn Undergr Space Technol 2019;85:67–75. link1

[25] Liu XX, Shen SL, Xu YS, Yin ZY. Analytical approach for time-dependent groundwater inflow into shield tunnel face in confined aquifer. Int J Numer Anal Methods Geomech 2018;42(4):655–73. link1

[26] Yin ZY, Jin YF, Shen SL, Huang HW. An efficient optimization method for identifying parameters of soft structured clay by an enhanced genetic algorithm and elastic viscoplastic model. Acta Geotech 2017;12(4):849–67. link1

[27] Yin ZY, Wu ZY, Hicher PY. Modeling monotonic and cyclic behavior of granular materials by an exponential constitutive function. J Eng Mech 2018;144 (4):04018014. link1

[28] Elbaz K, Shen SL, Zhou AN, Yuan DJ, Xu YS. Optimization of EPB shield performance with adaptive neuro-fuzzy inference system and genetic algorithm. Appl Sci 2019;9(4):780. link1

[29] Garg V. Inductive group method of data handling neural network approach to model basin sediment yield. J Hydrol Eng 2015;20(6):0001085. link1

[30] Liu XX, Shen SL, Zhou AN, Xu YS. Evaluation of foam conditioning effect on groundwater inflow at tunnel cutting face. Int J Numer Anal Methods Geomech 2019;43:463–81. link1

[31] Jin YF, Yin ZY, Zhou WH, Huang HW. Multi-objective optimization-based updating of predictions during excavation. Eng Appl Artif Intell 2019;78:102–23. link1

[32] Lyu HM, Sun WJ, Shen SL, Arulrajah A. Flood risk assessment in metro systems of mega-cities using a GIS-based modeling approach. Sci Total Environt 2018;626:1012–25. link1

[33] Lyu HM, Shen SL, Yang J, Yin ZY. Inundation analysis of metro systems with the storm water management model incorporated into a geographical information system: a case study in Shanghai. Hydrol Earth Syst Sci 2019;23 (10):4293–307. link1

[34] Ellecosta P. Tool wear in TBM hard rock drilling–backgrounds and special phenomena. Geomech Tunn 2018;11(2):142–8. link1

[35] Frenzel Ch, Käsling H, Thuro K. Factors influencing disc cutter wear. Geomech Tunn 2008;1(1):55–60. link1

[36] Ko TY, Yoon HJ, Son YJ. A comparative study on the TBM disc cutter wear prediction model. J Korean Tunn Undergr Space Assoc 2014;16(6):533–42. link1

[37] Lachel GF. Performance prediction for hard rock disc microtunneling. In: Proceedings of the No Dig 1999 Conference North American Society for Trenchless Technology; 1999 May 23–26; Orlando, FL, USA; 1999.

[38] Wang L, Kang Y, Cai Z, Zhang Q, Zhao Y, Zhao H, et al. The energy method to predict disc cutter wear extent for hard rock TBMs. Tunn Undergr Space Technol 2012;28:183–91. link1

[39] Li X, Li X, Yuan D. Application of an interval wear analysis method to cutting tools used in tunneling shields in soft ground. Wear 2017;392–93:21–8. link1

[40] Cheng W, Wang L, Ni JC, Rahman M. Lubrication performance of pipejacking in soft alluvial deposits. Tunn Undergr Space Technol 2019;91:102991. link1

[41] Namli M, Bilgin N. A model to predict daily advance rates of EPB-TBMs in a complex geology in Istanbul. Tunn Undergr Space Technol 2017;62:43–52. link1

[42] Anastasakis L, Mort N. The development of self-organization techniques in modelling: a review of the group method of data handling (GMDH). Research report. Sheffield: University of Sheffield, Department of Automatic Control and Systems Engineering; 2001 Oct. Report No.: ACSE Research Report 813.

[43] Ketabchi S, Ghanadzadeh H, Ghanadzadeh A, Fallahi S, Ganji M. Estimation of VLE of binary systems (tert-butanol + 2-ethyl-1-hexanol) and (n-butanol + 2- ethyl-1-hexanol) using GMDH-type neural network. J Chem Thermodyn 2010;42(11):1352–5. link1

[44] Farlow SJ. Self-organizing methods in modelling: GMDH type algorithms. New York: Marcel DekkerInc; 1984. link1

[45] Najafzadeh M, Barani GA, Azamathulla HM. Prediction of pipeline scour depth in clear-water and live-bed conditions using GMDH. Neural Comput 2014;24 (3–4):629–35. link1

[46] Dorn M, Braga ALS, Llanos CH, Coelho LS. A GMDH polynomial neural networkbased method to predict approximate three-dimensional structures of polypeptides. Expert Syst Appl 2012;39(15):12268–79. link1

[47] Holland JH. Adaptation in natural and artificial systems: an introductory analysis with applications to biology, control, and artificial intelligence. Quarterly Rev Biol 1994;69(1):88–9. link1

[48] Goldberg DE. Genetic algorithms in search optimization and machine learning. Menlo Park: Addison-wesley Reading; 1989. link1

[49] Momeni E, Nazir R, Jahed Armaghani D, Maizir H. Prediction of pile bearing capacity using a hybrid genetic algorithm-based ANN. Measurement 2014;57:122–31. link1

[50] Atangana Njock PG, Shen SL, Zhou AN, Lyu HM. Evaluation of soil liquefaction using AI technology incorporating a coupled ENN/t-SNE model. Soil Dyn Earthquake Eng 2020;130:105988. link1

[51] Shen SL, Wang ZF, Cheng WC. Estimation of lateral displacement induced by jet grouting in clayey soils. Géotechnique 2017;67(7):621–30. link1

[52] Lyu HM, Zhang K, Shen SL, Zhou A, Yin ZY. Evolutionary hybrid neural network approach to predict shield tunneling-induced ground settlements. Tunn Undergr Space Technol 2020:103594. link1

[53] Chai J, Shen SL, Liu MD, Yuan DJ. Predicting the performance of embankments on PVD-improved subsoils. Comput Geotech 2018;93:222–31. link1

[54] Chai JC, Carter JP. Deformation analysis in soft ground improvement. New York: Springer; 2011. link1

[55] Wu HN, Shen SL, Chen RP, Zhou A. Three-dimensional numerical modelling on localised leakage in segmental lining of shield tunnels. Comput Geotech 2020;122:103549. link1

[56] Ladd CC. Stability evaluations during staged construction. J Geotech Geoenviron Eng 1991;117(4):540–615. link1

[57] Wu Y, Ma C, Tan X, Yang D, Tian H, Yang J. A new evaluation method for the uniaxial compressive strength ahead of the tunnel face based on the driving data and specification parameters of TBM. Shock Vib 2019; 2019:5309480. link1

[58] Lyu HM, Shen SL, Zhou AN, Zhou WH. Flood risk assessment of metro systems in a subsiding environment using the interval FAHP–FCA approach. Sustainable Cities Soc 2019;50(2019):101682. link1

[59] Lyu HM, Shen SL, Zhou AN, Yang J. Risk assessment of mega-city infrastructures related to land subsidence using improved trapezoidal FAHP. Sci Total Environ 2020;717:135310. link1

[60] Ministry of Housing and Urban–Rural Development of the People’s Republic of China (MOHURD). GB 50287–2006: Code for geological investigation of hydropower engineering. Chinese standard. Beijing: China Planning Press; 2016.

[61] Lyu HM, Shen SL, Zhou A, Chen KL. Calculation of pressure on the shallowburied twin-tunnel in layered strata. Tunn Undergr Space Technol 2020;103:103465. link1

[62] Ko TY, Kim TK, Son Y, Jeon S. Effect of geomechanical properties on cerchar abrasivity index (CAI) and its application to TBM tunnelling. Tunn Undergr Space Technol 2016;57:99–111. link1

[63] Plinninger R, Käsling H, Thuro K, Spaun G. Testing conditions and geomechanical properties influencing the cerchar abrasiveness index (CAI) value. Int J Rock Mech Mining Sci 2003;40(2):259–63. link1

[64] Nilsen B, Dahl F, Holzhäuser J, Raleigh P. The new test methodology for estimating the abrasiveness of soils for TBM tunnelling. In: Rapid Excavation and Tunneling Conference (RETC) Proceedings. Englewood: SME; 2007. p. 104–16. link1

[65] Hassanpour J, Rostami J, Azali ST, Zhao J. Introduction of an empirical TBM cutter wear prediction model for pyroclastic and mafic igneous rocks; a case history of Karaj water conveyance tunnel, Iran. Tunn Undergr Space Technol 2014;43:222–31. link1

[66] Elbaz K, Shen SL, Cheng WC, Arulrajah A. Cutter-disc consumption during earth-pressure-balance tunnelling in mixed strata. Geotech Eng 2018;171 (4):363–76. link1

[67] Liu Q, Liu J, Pan Y, Zhang X, Peng X, Gong Q, et al. A wear rule and cutter life prediction model of a 20-in. TBM cutter for granite: a case study of a water conveyance tunnel in China. Rock Mech Rock Eng 2017;50(5):1303–20. link1

[68] Lyu HM, Shen SL, Yang J, Zhou A. Risk assessment of earthquake-triggered geohazards surrounding Wenchuan, China. Nat Hazard Rev 2020;21 (3):0502007. link1

[69] Bruland A. Hard rock Tunnel Boring: vol. 1–10 [dissertation]. Trondheim: Norwegian University of Science and Technology; 1998. link1

[70] Zhang N, Zheng Q, Elbaz K, Xu YS. Water inrush hazards in the Chaoyang Tunnel, Guizhou, China: a preliminary investigation. Water 2020;12(4):1083. link1

[71] Feng J, Ma CB, Xiang QZ. The first railway large-diameter shield machine successfully rolled off in Changsha, China [Internet]. Changsha: Rednet.cn; 2015 [cited 2015 Nov 14] Available from: https://hn.rednet.cn/c/2015/11/14/ 3839743.htm. Chinese. link1

Related Research