Skip to main content
Top

2020 | OriginalPaper | Chapter

Artificial Intelligence to Predict Maximum Surface Settlements Induced by Mechanized Tunnelling

Authors : Mohsen Ramezanshirazi, Diego Sebastiani, Salvatore Miliziano

Published in: Geotechnical Research for Land Protection and Development

Publisher: Springer International Publishing

Activate our intelligent search to find suitable subject content or patents.

search-config
loading …

Abstract

Among the construction methods developed for tunneling, mechanized excavation by Tunnel Boring Machines (TBMs) is currently considered a preferred option for technical and safety reasons in an urban environment, where damage induced on pre-existing building and services should be minimized. Since the ability to predict TBM performances is a critical point required to enhance the quality of the excavation and to optimize time, cost and safety operations in a project and since real-time prediction should be done during excavation in order to adjust some parameters in very real-time, approaches based on Artificial Intelligence (AI) methodology could be crucial. This study proposes an expeditious tool based on the application of Artificial Intelligence and particularly Artificial Neural Networks (ANNs), to predict the maximum surface settlements induced by tunnelling. ANNs, taking advantage of the quality of data available and computational performances of software for data management, have been proved to be a reliable instrument in processes where a relevant number of parameters and acquired measurements have to be managed. Using data selected from the excavation of the Milan M5 metro line, the document includes details on the role played by several inner elements on the accuracy of the final prediction based on the comparison of several different ANN configurations. The obtained results showed a promising capability of the tool to swiftly predict surface settlements in mechanized tunneling projects.

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

Literature
go back to reference An H, Sun J, Hu X (2004) Study on intelligent method of prediction by small samples for ground settlement in shield tunnelling. In: Proceedings of the 30th ITA-AITES World Tunnel Congress, C38, Singapore An H, Sun J, Hu X (2004) Study on intelligent method of prediction by small samples for ground settlement in shield tunnelling. In: Proceedings of the 30th ITA-AITES World Tunnel Congress, C38, Singapore
go back to reference Boubou R, Emeriault F, Kastner R (2010) Artificial neural network application for the prediction of ground surface movements induced by shield tunnelling. Can Geotech J 47(11):1214–1233CrossRef Boubou R, Emeriault F, Kastner R (2010) Artificial neural network application for the prediction of ground surface movements induced by shield tunnelling. Can Geotech J 47(11):1214–1233CrossRef
go back to reference Broomhead DS, Lowe D (1988) Radial basis functions, multi-variable functional interpolation and adaptive networks (No. RSRE-MEMO-4148). Royal Signals and Radar Establishment Malvern (United Kingdom) Broomhead DS, Lowe D (1988) Radial basis functions, multi-variable functional interpolation and adaptive networks (No. RSRE-MEMO-4148). Royal Signals and Radar Establishment Malvern (United Kingdom)
go back to reference Buselli F, Formato F, Logarzo A, Miliziano S, Simonacci G, Zechini A (2011) Prediction of the effects induced by the Metro C construction on an old masonry building. In: Proceedings of 7th international symposium on “geotechnical aspects of underground construction in soft ground”, Rome, Italy Buselli F, Formato F, Logarzo A, Miliziano S, Simonacci G, Zechini A (2011) Prediction of the effects induced by the Metro C construction on an old masonry building. In: Proceedings of 7th international symposium on “geotechnical aspects of underground construction in soft ground”, Rome, Italy
go back to reference Chang CT, Wang JJ, Chen YW (2000) Factors influencing the ground loss due to tunnels driven by EPB shield. In: Kusakabe O, Fujita K, Miyazaki Y (eds) Proceedings of the international symposium on geotechnical aspects of underground construction in soft ground, Tokyo, Japan, 19–21 July 1999. Balkema, Rotterdam, the Netherlands, pp. 209–212 Chang CT, Wang JJ, Chen YW (2000) Factors influencing the ground loss due to tunnels driven by EPB shield. In: Kusakabe O, Fujita K, Miyazaki Y (eds) Proceedings of the international symposium on geotechnical aspects of underground construction in soft ground, Tokyo, Japan, 19–21 July 1999. Balkema, Rotterdam, the Netherlands, pp. 209–212
go back to reference Mair RJ, Taylor RN (1999) Theme lecture: Bored tunnelling in the urban environment. In Proceedings of the fourteenth international conference on soil mechanics and foundation engineering (Hamburg, 1997), Balkema (pp. 2353–2385) Mair RJ, Taylor RN (1999) Theme lecture: Bored tunnelling in the urban environment. In Proceedings of the fourteenth international conference on soil mechanics and foundation engineering (Hamburg, 1997), Balkema (pp. 2353–2385)
go back to reference Miliziano S, de Lillis A (2019) Predicted and observed settlements induced by the mechanized tunnel excavation of metro line C near S. Giovanni station in Rome. Tunn Undergr Space Technol 86:236–246CrossRef Miliziano S, de Lillis A (2019) Predicted and observed settlements induced by the mechanized tunnel excavation of metro line C near S. Giovanni station in Rome. Tunn Undergr Space Technol 86:236–246CrossRef
go back to reference Melis M, Arnaiz M, Oteo CS, Menda a, E (1997) Ground displacements in Madrid soils due to tunnel excavation with earth pressure TBM. In: Proceedings of the international conference on soil mechanics and foundation engineering – international society for soil mechanics and foundation engineering, vol 3. Balkema, pp. 1433–1436 Melis M, Arnaiz M, Oteo CS, Menda a, E (1997) Ground displacements in Madrid soils due to tunnel excavation with earth pressure TBM. In: Proceedings of the international conference on soil mechanics and foundation engineering – international society for soil mechanics and foundation engineering, vol 3. Balkema, pp. 1433–1436
go back to reference O’Reilly MP, New BM (1982) Settlements above tunnels in United Kingdom – their magnitude and prediction. In: Tunnelling ’82 symposium. London IMM, pp. 173–181 O’Reilly MP, New BM (1982) Settlements above tunnels in United Kingdom – their magnitude and prediction. In: Tunnelling ’82 symposium. London IMM, pp. 173–181
go back to reference Peck RB (1969) Deep excavation and tunneling in soft ground. In: Organizing Committee (eds) Proceedings of the seventh international conference of soil mechanics and foundation engineering. Mexico City, Vol. State-of-the art, pp. 225–290 Peck RB (1969) Deep excavation and tunneling in soft ground. In: Organizing Committee (eds) Proceedings of the seventh international conference of soil mechanics and foundation engineering. Mexico City, Vol. State-of-the art, pp. 225–290
go back to reference Rosenblatt F (1958) The perceptron: A probabilistic model for information storage and organization in the brain. Psychol Rev 65(6):386–408CrossRef Rosenblatt F (1958) The perceptron: A probabilistic model for information storage and organization in the brain. Psychol Rev 65(6):386–408CrossRef
go back to reference Rumelhart David E, Hinton Geoffrey E, Williams Ronald J (1986) Learning representations by back-propagating errors. Nature 323(6088):533–536CrossRef Rumelhart David E, Hinton Geoffrey E, Williams Ronald J (1986) Learning representations by back-propagating errors. Nature 323(6088):533–536CrossRef
go back to reference Shi J, Ortigao JAR, Bai J (1998) Modular neural networks for predicting settlements during tunneling. ASCE J Geotech Geoenviron Eng 124(5):389–394CrossRef Shi J, Ortigao JAR, Bai J (1998) Modular neural networks for predicting settlements during tunneling. ASCE J Geotech Geoenviron Eng 124(5):389–394CrossRef
go back to reference Suwansawat S, Einstein HH (2006) Artificial neural networks for predicting the maximum surface settlement caused by EPB shield tunneling. Tunn Undergr Space Technol 21(2):133–150CrossRef Suwansawat S, Einstein HH (2006) Artificial neural networks for predicting the maximum surface settlement caused by EPB shield tunneling. Tunn Undergr Space Technol 21(2):133–150CrossRef
go back to reference Thiang HK, Pangaldus R (2009) Artificial neural network with steepest descent backpropagation training algorithm for modeling inverse kinematics of manipulator. World Acad Sci Eng Technol 60:530–533 Thiang HK, Pangaldus R (2009) Artificial neural network with steepest descent backpropagation training algorithm for modeling inverse kinematics of manipulator. World Acad Sci Eng Technol 60:530–533
go back to reference Wilamowski B (2011) Neural network architectures. In: Intelligent systems. Taylor & Francis Wilamowski B (2011) Neural network architectures. In: Intelligent systems. Taylor & Francis
go back to reference Yeh IC (1997) Application of neural networks to automatic soil pressure balance control for shield tunneling. Autom Constr 5(5):421–426CrossRef Yeh IC (1997) Application of neural networks to automatic soil pressure balance control for shield tunneling. Autom Constr 5(5):421–426CrossRef
Metadata
Title
Artificial Intelligence to Predict Maximum Surface Settlements Induced by Mechanized Tunnelling
Authors
Mohsen Ramezanshirazi
Diego Sebastiani
Salvatore Miliziano
Copyright Year
2020
DOI
https://doi.org/10.1007/978-3-030-21359-6_52