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Erschienen in: Engineering with Computers 1/2020

08.01.2019 | Original Article

Development of a new hybrid ANN for solving a geotechnical problem related to tunnel boring machine performance

verfasst von: Mohammadreza Koopialipoor, Ahmad Fahimifar, Ebrahim Noroozi Ghaleini, Mohammadreza Momenzadeh, Danial Jahed Armaghani

Erschienen in: Engineering with Computers | Ausgabe 1/2020

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Abstract

Prediction of tunnel boring machine (TBM) performance parameters can be caused to reduce the risks associated with tunneling projects. This study is aimed to introduce a new hybrid model namely Firefly algorithm (FA) combined by artificial neural network (ANN) for solving problems in the field of geotechnical engineering particularly for estimation of penetration rate (PR) of TBM. For this purpose, the results obtained from the field observations and laboratory tests were considered as model inputs to estimate PR of TBMs operated in a water transfer tunnel in Malaysia. Five rock mass and material properties (rock strength, tensile strength of rock, rock quality designation, rock mass rating and weathering zone) and two machine factors (trust force and revolution per minute) were used in the new model for predicting PA. FA algorithm was used to optimize weight and bias of ANN to obtain a higher level of accuracy. A series of hybrid FA-ANN models using the most influential parameters on FA were constructed to estimate PR. For comparison, a simple ANN model was built to predict PR of TBM. This ANN model was improved on the basis of new ways. By doing this, the best ANN model was chosen for comparison purposes. After implementing the best models for two methods, the data were divided into five separate categories. This will minimize the chance of randomness. Then the best models were applied for these new categories. The results demonstrated that new hybrid intelligent model is able to provide higher performance capacity for predicting. Based on the coefficient of determination 0.948 and 0.936 and 0.885 and 0.889 for training and testing datasets of FA-ANN and ANN models, respectively, it was found that the new hybrid model can be introduced as a superior model for solving geotechnical engineering problems.

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Literatur
1.
Zurück zum Zitat Roxborough FF, Phillips HR (1975) Rock excavation by disc cutter. In: International journal of rock mechanics and mining sciences and geomechanics abstracts. Elsevier, pp 361–366 Roxborough FF, Phillips HR (1975) Rock excavation by disc cutter. In: International journal of rock mechanics and mining sciences and geomechanics abstracts. Elsevier, pp 361–366
2.
Zurück zum Zitat Graham PC (1976) Rock exploration for machine manufacturers. Explor Rock Eng 173–180 Graham PC (1976) Rock exploration for machine manufacturers. Explor Rock Eng 173–180
3.
Zurück zum Zitat Farmer IW, Glossop NH (1980) Mechanics of disc cutter penetration. Tunn Tunn 12:22–25 Farmer IW, Glossop NH (1980) Mechanics of disc cutter penetration. Tunn Tunn 12:22–25
4.
Zurück zum Zitat Snowdon RA, Ryley MD, Temporal J (1982) A study of disc cutting in selected British rocks. In: International journal of rock mechanics and mining sciences and geomechanics abstracts. Elsevier, pp 107–121 Snowdon RA, Ryley MD, Temporal J (1982) A study of disc cutting in selected British rocks. In: International journal of rock mechanics and mining sciences and geomechanics abstracts. Elsevier, pp 107–121
5.
Zurück zum Zitat Bamford WE (1984) Rock test indices are being successfully correlated with tunnel boring machine performance. In: Fifth Australian tunnelling conference: state of the art in underground development and construction; preprints of papers. Institution of Engineers, Australia, p 218 Bamford WE (1984) Rock test indices are being successfully correlated with tunnel boring machine performance. In: Fifth Australian tunnelling conference: state of the art in underground development and construction; preprints of papers. Institution of Engineers, Australia, p 218
6.
Zurück zum Zitat Sato K, Gong F, Itakura K (1991) Prediction of disc cutter performance using a circular rock cutting ring. In: Proceedings 1st international mine mechanization and automation symposium Sato K, Gong F, Itakura K (1991) Prediction of disc cutter performance using a circular rock cutting ring. In: Proceedings 1st international mine mechanization and automation symposium
7.
Zurück zum Zitat Rostami J, Ozdemir L (1993) A new model for performance prediction of hard rock TBMs. In: Proceedings of the rapid excavation and tunneling conference. Society for mining, metallogy and exploration, inc, p 793 Rostami J, Ozdemir L (1993) A new model for performance prediction of hard rock TBMs. In: Proceedings of the rapid excavation and tunneling conference. Society for mining, metallogy and exploration, inc, p 793
8.
Zurück zum Zitat Yagiz S (2002) Development of rock fracture and brittleness indices to quantify the effects of rock mass features and toughness in the CSM Model basic penetration for hard rock tunneling machines. Doctoral dissertation, Colorado School of Mines, Arthur Lakes Library Yagiz S (2002) Development of rock fracture and brittleness indices to quantify the effects of rock mass features and toughness in the CSM Model basic penetration for hard rock tunneling machines. Doctoral dissertation, Colorado School of Mines, Arthur Lakes Library
9.
Zurück zum Zitat Yagiz S (2008) Utilizing rock mass properties for predicting TBM performance in hard rock condition. Tunn Undergr Sp Technol 23:326–339 Yagiz S (2008) Utilizing rock mass properties for predicting TBM performance in hard rock condition. Tunn Undergr Sp Technol 23:326–339
10.
Zurück zum Zitat Gong Q-M, Zhao J (2009) Development of a rock mass characteristics model for TBM penetration rate prediction. Int J Rock Mech Min Sci 46:8–18 Gong Q-M, Zhao J (2009) Development of a rock mass characteristics model for TBM penetration rate prediction. Int J Rock Mech Min Sci 46:8–18
11.
Zurück zum Zitat Bruines P (1998) Neuro-fuzzy modeling of TBM performance with emphasis on the penetration rate. Mem Cent Eng Geol Netherlands, Delft 202 Bruines P (1998) Neuro-fuzzy modeling of TBM performance with emphasis on the penetration rate. Mem Cent Eng Geol Netherlands, Delft 202
12.
Zurück zum Zitat Yagiz S, Sezer EA, Gokceoglu C (2012) Artificial neural networks and nonlinear regression techniques to assess the influence of slake durability cycles on the prediction of uniaxial compressive strength and modulus of elasticity for carbonate rocks. Int J Numer Anal Meth Geomech 36(14):1636–1650 Yagiz S, Sezer EA, Gokceoglu C (2012) Artificial neural networks and nonlinear regression techniques to assess the influence of slake durability cycles on the prediction of uniaxial compressive strength and modulus of elasticity for carbonate rocks. Int J Numer Anal Meth Geomech 36(14):1636–1650
16.
Zurück zum Zitat Singh TN, Verma AK (2012) Comparative analysis of intelligent algorithms to correlate strength and petrographic properties of some schistose rocks. Eng Comput 28:1–12 Singh TN, Verma AK (2012) Comparative analysis of intelligent algorithms to correlate strength and petrographic properties of some schistose rocks. Eng Comput 28:1–12
17.
Zurück zum Zitat Verma AK, Singh TN (2013) A neuro-fuzzy approach for prediction of longitudinal wave velocity. Neural Comput Appl 22:1685–1693 Verma AK, Singh TN (2013) A neuro-fuzzy approach for prediction of longitudinal wave velocity. Neural Comput Appl 22:1685–1693
18.
Zurück zum Zitat Koopialipoor M, Nikouei SS, Marto A et al (2018) Predicting tunnel boring machine performance through a new model based on the group method of data handling. Bull Eng Geol Environ 1–15 Koopialipoor M, Nikouei SS, Marto A et al (2018) Predicting tunnel boring machine performance through a new model based on the group method of data handling. Bull Eng Geol Environ 1–15
21.
Zurück zum Zitat Mohammadhassani M, Saleh A, Suhatril M, Safa M (2015) Fuzzy modelling approach for shear strength prediction of RC deep beams. Smart Struct Syst 16:497–519 Mohammadhassani M, Saleh A, Suhatril M, Safa M (2015) Fuzzy modelling approach for shear strength prediction of RC deep beams. Smart Struct Syst 16:497–519
23.
Zurück zum Zitat Hasanipanah M, Armaghani DJ, Amnieh HB et al (2017) Application of PSO to develop a powerful equation for prediction of flyrock due to blasting. Neural Comput Appl 28:1043–1050 Hasanipanah M, Armaghani DJ, Amnieh HB et al (2017) Application of PSO to develop a powerful equation for prediction of flyrock due to blasting. Neural Comput Appl 28:1043–1050
25.
Zurück zum Zitat Moayedi H, Rezaei A (2017) An artificial neural network approach for under-reamed piles subjected to uplift forces in dry sand. Neural Comput Appl 1–10 Moayedi H, Rezaei A (2017) An artificial neural network approach for under-reamed piles subjected to uplift forces in dry sand. Neural Comput Appl 1–10
26.
Zurück zum Zitat Moayedi H, Hayati S (2018) Applicability of a CPT-based neural network solution in predicting load-settlement responses of bored pile. Int J Geomech 18:6018009 Moayedi H, Hayati S (2018) Applicability of a CPT-based neural network solution in predicting load-settlement responses of bored pile. Int J Geomech 18:6018009
27.
Zurück zum Zitat Mosallanezhad M, Moayedi H (2017) Developing hybrid artificial neural network model for predicting uplift resistance of screw piles. Arab J Geosci 10:479 Mosallanezhad M, Moayedi H (2017) Developing hybrid artificial neural network model for predicting uplift resistance of screw piles. Arab J Geosci 10:479
28.
Zurück zum Zitat Chahnasir ES, Zandi Y, Shariati M et al (2018) Application of support vector machine with firefly algorithm for investigation of the factors affecting the shear strength of angle shear connectors. SMART Struct Syst 22:413–424 Chahnasir ES, Zandi Y, Shariati M et al (2018) Application of support vector machine with firefly algorithm for investigation of the factors affecting the shear strength of angle shear connectors. SMART Struct Syst 22:413–424
29.
Zurück zum Zitat Mansouri I, Safa M, Ibrahim Z et al (2016) Strength prediction of rotary brace damper using MLR and MARS. Struct Eng Mech 60:471–488 Mansouri I, Safa M, Ibrahim Z et al (2016) Strength prediction of rotary brace damper using MLR and MARS. Struct Eng Mech 60:471–488
30.
Zurück zum Zitat Ghasemi E, Yagiz S, Ataei M (2014) Predicting penetration rate of hard rock tunnel boring machine using fuzzy logic. Bull Eng Geol Environ 73:23–35 Ghasemi E, Yagiz S, Ataei M (2014) Predicting penetration rate of hard rock tunnel boring machine using fuzzy logic. Bull Eng Geol Environ 73:23–35
31.
Zurück zum Zitat Mahdevari S, Shahriar K, Yagiz S, Shirazi MA (2014) A support vector regression model for predicting tunnel boring machine penetration rates. Int J Rock Mech Min Sci 72:214–229 Mahdevari S, Shahriar K, Yagiz S, Shirazi MA (2014) A support vector regression model for predicting tunnel boring machine penetration rates. Int J Rock Mech Min Sci 72:214–229
32.
Zurück zum Zitat Yagiz S, Karahan H (2011) Prediction of hard rock TBM penetration rate using particle swarm optimization. Int J Rock Mech Min Sci 48:427–433 Yagiz S, Karahan H (2011) Prediction of hard rock TBM penetration rate using particle swarm optimization. Int J Rock Mech Min Sci 48:427–433
33.
Zurück zum Zitat Yagiz S, Gokceoglu C, Sezer E, Iplikci S (2009) Application of two non-linear prediction tools to the estimation of tunnel boring machine performance. Eng Appl Artif Intell 22:808–814 Yagiz S, Gokceoglu C, Sezer E, Iplikci S (2009) Application of two non-linear prediction tools to the estimation of tunnel boring machine performance. Eng Appl Artif Intell 22:808–814
34.
Zurück zum Zitat Benardos AG, Kaliampakos DC (2004) Modelling TBM performance with artificial neural networks. Tunn Undergr Sp Technol 19:597–605 Benardos AG, Kaliampakos DC (2004) Modelling TBM performance with artificial neural networks. Tunn Undergr Sp Technol 19:597–605
35.
Zurück zum Zitat Grima MA, Bruines PA, Verhoef PNW (2000) Modeling tunnel boring machine performance by neuro-fuzzy methods. Tunn Undergr Sp Technol 15:259–269 Grima MA, Bruines PA, Verhoef PNW (2000) Modeling tunnel boring machine performance by neuro-fuzzy methods. Tunn Undergr Sp Technol 15:259–269
37.
Zurück zum Zitat Salimi A, Rostami J, Moormann C, Delisio A (2016) Application of non-linear regression analysis and artificial intelligence algorithms for performance prediction of hard rock TBMs. Tunn Undergr Sp Technol 58:236–246 Salimi A, Rostami J, Moormann C, Delisio A (2016) Application of non-linear regression analysis and artificial intelligence algorithms for performance prediction of hard rock TBMs. Tunn Undergr Sp Technol 58:236–246
38.
Zurück zum Zitat Fattahi H (2016) Adaptive neuro fuzzy inference system based on fuzzy c–means clustering algorithm, a technique for estimation of tbm penetration rate. Iran Univ Sci Technol 6:159–171 Fattahi H (2016) Adaptive neuro fuzzy inference system based on fuzzy c–means clustering algorithm, a technique for estimation of tbm penetration rate. Iran Univ Sci Technol 6:159–171
39.
Zurück zum Zitat Minh VT, Katushin D, Antonov M, Veinthal R (2017) Regression models and fuzzy logic prediction of TBM penetration rate. Open Eng 7:60–68 Minh VT, Katushin D, Antonov M, Veinthal R (2017) Regression models and fuzzy logic prediction of TBM penetration rate. Open Eng 7:60–68
40.
Zurück zum Zitat Yang X-S (2010) Firefly algorithm, Levy flights and global optimization. In: Research and development in intelligent systems XXVI. Springer, Berlin, pp 209–218 Yang X-S (2010) Firefly algorithm, Levy flights and global optimization. In: Research and development in intelligent systems XXVI. Springer, Berlin, pp 209–218
41.
Zurück zum Zitat Talbi E-G (2009) Metaheuristics: from design to implementation. Wiley, New York Talbi E-G (2009) Metaheuristics: from design to implementation. Wiley, New York
42.
Zurück zum Zitat Koopialipoor M, Ghaleini EN, Haghighi M et al (2018) Overbreak prediction and optimization in tunnel using neural network and bee colony techniques. Eng Comput 1–12 Koopialipoor M, Ghaleini EN, Haghighi M et al (2018) Overbreak prediction and optimization in tunnel using neural network and bee colony techniques. Eng Comput 1–12
43.
Zurück zum Zitat Yang X-S (2009) Firefly algorithms for multimodal optimization. In: International symposium on stochastic algorithms. Springer, Berlin, pp 169–178 Yang X-S (2009) Firefly algorithms for multimodal optimization. In: International symposium on stochastic algorithms. Springer, Berlin, pp 169–178
44.
Zurück zum Zitat McCulloch WS, Pitts W (1943) A logical calculus of the ideas immanent in nervous activity. Bull Math Biophys 5:115–133MathSciNetMATH McCulloch WS, Pitts W (1943) A logical calculus of the ideas immanent in nervous activity. Bull Math Biophys 5:115–133MathSciNetMATH
45.
Zurück zum Zitat Simpson PK (1990) Artificial neural systems. Pergamon Simpson PK (1990) Artificial neural systems. Pergamon
46.
47.
Zurück zum Zitat Toghroli A, Mohammadhassani M, Suhatril M et al (2014) Prediction of shear capacity of channel shear connectors using the ANFIS model. Steel Compos Struct 17:623–639 Toghroli A, Mohammadhassani M, Suhatril M et al (2014) Prediction of shear capacity of channel shear connectors using the ANFIS model. Steel Compos Struct 17:623–639
48.
Zurück zum Zitat Toghroli A, Darvishmoghaddam E, Zandi Y et al (2018) Evaluation of the parameters affecting the Schmidt rebound hammer reading using ANFIS method. Comput Concr 21:525–530 Toghroli A, Darvishmoghaddam E, Zandi Y et al (2018) Evaluation of the parameters affecting the Schmidt rebound hammer reading using ANFIS method. Comput Concr 21:525–530
49.
Zurück zum Zitat Garrett JH (1994) Where and why artificial neural networks are applicable in civil engineering. J Comput Civil Eng 8:129–130 Garrett JH (1994) Where and why artificial neural networks are applicable in civil engineering. J Comput Civil Eng 8:129–130
51.
Zurück zum Zitat Dreyfus G (2005) Neural networks: methodology and applications. Springer, BerlinMATH Dreyfus G (2005) Neural networks: methodology and applications. Springer, BerlinMATH
54.
Zurück zum Zitat Mohammadhassani M, Nezamabadi-Pour H, Suhatril M, Shariati M (2014) An evolutionary fuzzy modelling approach and comparison of different methods for shear strength prediction of high-strength concrete beams without stirrups. Smart Struct Syst Int J 14:785–809 Mohammadhassani M, Nezamabadi-Pour H, Suhatril M, Shariati M (2014) An evolutionary fuzzy modelling approach and comparison of different methods for shear strength prediction of high-strength concrete beams without stirrups. Smart Struct Syst Int J 14:785–809
55.
Zurück zum Zitat Toghroli A, Suhatril M, Ibrahim Z et al (2016) Potential of soft computing approach for evaluating the factors affecting the capacity of steel–concrete composite beam. J Intell Manuf 29:1793–1801 Toghroli A, Suhatril M, Ibrahim Z et al (2016) Potential of soft computing approach for evaluating the factors affecting the capacity of steel–concrete composite beam. J Intell Manuf 29:1793–1801
57.
Zurück zum Zitat Yang X-S (2010) Firefly algorithm, stochastic test functions and design optimisation. Int J Bio-Inspired Comput 2:78–84 Yang X-S (2010) Firefly algorithm, stochastic test functions and design optimisation. Int J Bio-Inspired Comput 2:78–84
58.
Zurück zum Zitat Kwiecień J, Filipowicz B (2012) Firefly algorithm in optimization of queueing systems. Bull Polish Acad Sci Tech Sci 60:363–368 Kwiecień J, Filipowicz B (2012) Firefly algorithm in optimization of queueing systems. Bull Polish Acad Sci Tech Sci 60:363–368
59.
Zurück zum Zitat Alweshah M (2014) Firefly algorithm with artificial neural network for time series problems. Res J Appl Sci Eng Technol 7:3978–3982 Alweshah M (2014) Firefly algorithm with artificial neural network for time series problems. Res J Appl Sci Eng Technol 7:3978–3982
60.
Zurück zum Zitat Balachennaiah P, Suryakalavathi M, Nagendra P (2016) Optimizing real power loss and voltage stability limit of a large transmission network using firefly algorithm. Eng Sci Technol an Int J 19:800–810 Balachennaiah P, Suryakalavathi M, Nagendra P (2016) Optimizing real power loss and voltage stability limit of a large transmission network using firefly algorithm. Eng Sci Technol an Int J 19:800–810
61.
Zurück zum Zitat Long NC, Meesad P, Unger H (2015) A highly accurate firefly based algorithm for heart disease prediction. Expert Syst Appl 42:8221–8231 Long NC, Meesad P, Unger H (2015) A highly accurate firefly based algorithm for heart disease prediction. Expert Syst Appl 42:8221–8231
62.
Zurück zum Zitat Rajan A, Malakar T (2015) Optimal reactive power dispatch using hybrid Nelder–Mead simplex based firefly algorithm. Int J Electr Power Energy Syst 66:9–24 Rajan A, Malakar T (2015) Optimal reactive power dispatch using hybrid Nelder–Mead simplex based firefly algorithm. Int J Electr Power Energy Syst 66:9–24
63.
Zurück zum Zitat Sundaram NM, Rafek AG, Komoo I (1998) The influence of rock mass properties in the assessment of TBM performance. In: Proceedings of the 8th IAEG Congress, Vancouver, British Columbia, Canada. pp 3553–3559 Sundaram NM, Rafek AG, Komoo I (1998) The influence of rock mass properties in the assessment of TBM performance. In: Proceedings of the 8th IAEG Congress, Vancouver, British Columbia, Canada. pp 3553–3559
64.
Zurück zum Zitat Shijing W, Bo Q, Zhibo G (2006) The time and cost prediction of tunnel boring machine in tunnelling. Wuhan Univ J Nat Sci 11(2):385–388 Shijing W, Bo Q, Zhibo G (2006) The time and cost prediction of tunnel boring machine in tunnelling. Wuhan Univ J Nat Sci 11(2):385–388
65.
Zurück zum Zitat Sundaram M (2007) The effects of ground conditions on TBM performance in tunnel excavation—a case history Sundaram M (2007) The effects of ground conditions on TBM performance in tunnel excavation—a case history
66.
Zurück zum Zitat Sapigni M, Berti M, Bethaz E et al (2002) TBM performance estimation using rock mass classifications. Int J Rock Mech Min Sci 39:771–788 Sapigni M, Berti M, Bethaz E et al (2002) TBM performance estimation using rock mass classifications. Int J Rock Mech Min Sci 39:771–788
67.
Zurück zum Zitat Farrokh E, Rostami J, Laughton C (2012) Study of various models for estimation of penetration rate of hard rock TBMs. Tunn Undergr Sp Technol 30:110–123 Farrokh E, Rostami J, Laughton C (2012) Study of various models for estimation of penetration rate of hard rock TBMs. Tunn Undergr Sp Technol 30:110–123
68.
Zurück zum Zitat Ulusay R, Hudson JAISRM (2007) The complete ISRM suggested methods for rock characterization, testing and monitoring: 1974–2006. Comm Test methods Int Soc Rock Mech Compil arranged by ISRM Turkish Natl Group, Ankara, Turkey 628 Ulusay R, Hudson JAISRM (2007) The complete ISRM suggested methods for rock characterization, testing and monitoring: 1974–2006. Comm Test methods Int Soc Rock Mech Compil arranged by ISRM Turkish Natl Group, Ankara, Turkey 628
69.
Zurück zum Zitat Esmaeili M, Osanloo M, Rashidinejad F et al (2014) Multiple regression, ANN and ANFIS models for prediction of backbreak in the open pit blasting. Eng Comput 30:549–558 Esmaeili M, Osanloo M, Rashidinejad F et al (2014) Multiple regression, ANN and ANFIS models for prediction of backbreak in the open pit blasting. Eng Comput 30:549–558
71.
Zurück zum Zitat Ebrahimi E, Monjezi M, Khalesi MR, Armaghani DJ (2016) Prediction and optimization of back-break and rock fragmentation using an artificial neural network and a bee colony algorithm. Bull Eng Geol Environ 75:27–36 Ebrahimi E, Monjezi M, Khalesi MR, Armaghani DJ (2016) Prediction and optimization of back-break and rock fragmentation using an artificial neural network and a bee colony algorithm. Bull Eng Geol Environ 75:27–36
72.
Zurück zum Zitat Zorlu K, Gokceoglu C, Ocakoglu F et al (2008) Prediction of uniaxial compressive strength of sandstones using petrography-based models. Eng Geol 96:141–158 Zorlu K, Gokceoglu C, Ocakoglu F et al (2008) Prediction of uniaxial compressive strength of sandstones using petrography-based models. Eng Geol 96:141–158
73.
Zurück zum Zitat Armaghani DJ, Hajihassani M, Mohamad ET et al (2014) Blasting-induced flyrock and ground vibration prediction through an expert artificial neural network based on particle swarm optimization. Arab J Geosci 7:5383–5396 Armaghani DJ, Hajihassani M, Mohamad ET et al (2014) Blasting-induced flyrock and ground vibration prediction through an expert artificial neural network based on particle swarm optimization. Arab J Geosci 7:5383–5396
Metadaten
Titel
Development of a new hybrid ANN for solving a geotechnical problem related to tunnel boring machine performance
verfasst von
Mohammadreza Koopialipoor
Ahmad Fahimifar
Ebrahim Noroozi Ghaleini
Mohammadreza Momenzadeh
Danial Jahed Armaghani
Publikationsdatum
08.01.2019
Verlag
Springer London
Erschienen in
Engineering with Computers / Ausgabe 1/2020
Print ISSN: 0177-0667
Elektronische ISSN: 1435-5663
DOI
https://doi.org/10.1007/s00366-019-00701-8

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