Probabilistic Analysis of Tunnel Roof Deflection under Sequential Excavation Using ANN-Based Monte Carlo Simulation and Simplified Reliability Approach

AbstractTunnel roof deflection is an important measure to control the safety of excavation activity, especially for large-section tunnels using the sequential construction method. A three-dimension...

[1]  G. Swoboda,et al.  Developments and applications of the numerical analysis of tunnels in continuous media , 1999 .

[2]  G. L. Sivakumar Babu,et al.  Probabilistic analysis of tunnels considering uncertainty in peak and post-peak strength parameters , 2017 .

[3]  Mostafa Sharifzadeh,et al.  Design of sequential excavation method for large span urban tunnels in soft ground – Niayesh tunnel , 2013 .

[4]  Nikolai Bobylev,et al.  Transitions to a High Density Urban Underground Space , 2016 .

[5]  E. Yan,et al.  Back analysis of displacements for estimating spatial distribution of viscoelastic properties around an unlined rock cavern , 2020 .

[6]  Y. Shang,et al.  Probabilistic assessment of tunnel convergence considering spatial variability in rock mass properties using interpolated autocorrelation and response surface method , 2017, Geoscience Frontiers.

[7]  Mohamed A. Shahin,et al.  Load–settlement modeling of axially loaded steel driven piles using CPT-based recurrent neural networks , 2014 .

[8]  Jerzy Rojek,et al.  Advances in discrete element modelling of underground excavations , 2008 .

[9]  Q. Bai,et al.  Study on ground settlement and structural deformation for large span subway station using a new pre-supporting system , 2019, Royal Society Open Science.

[10]  Wei Gao,et al.  A predictive model based on an optimized ANN combined with ICA for predicting the stability of slopes , 2019, Engineering with Computers.

[11]  Yaocai Ma,et al.  An analytical solution for shallow buried tunnel reinforced by point anchored rockbolts , 2020, Tunnelling and Underground Space Technology.

[12]  Qi Cao,et al.  The Development of Urban Underground Space from the Perspective of Urban Economy , 2011 .

[13]  N. Zhou,et al.  Urbanization process and induced environmental geological hazards in China , 2013, Natural Hazards.

[14]  Hong-wei Huang,et al.  Probabilistic modeling of excavation-induced damage depth around rock-excavated tunnels , 2020 .

[15]  G. Walton,et al.  A DEM-based study of the disturbance in dry sandy ground caused by EPB shield tunneling , 2020 .

[16]  Dingli Zhang,et al.  Face stability of shallow tunnelling in sandy soil considering unsupported length , 2020 .

[17]  Hong-wei Huang,et al.  Meta-modelling of coupled thermo-hydro-mechanical behaviour of hydrate reservoir , 2020 .

[18]  Dookie Kim,et al.  Probabilistic Models for Uncertainty Quantification of Soil Properties on Site Response Analysis , 2020 .

[19]  Feng Yu,et al.  Simplified method for evaluating shield tunnel deformation due to adjacent excavation , 2018 .

[20]  Shucai Li,et al.  A complex variable solution for stress and displacement field around a lined circular tunnel at great depth , 2009 .

[21]  P. Psarropoulos Impact of Tunnels and Underground Spaces on the Seismic Response of Overlying Structures , 2019 .

[22]  Anthony T. C. Goh,et al.  Reliability assessment on ultimate and serviceability limit states and determination of critical factor of safety for underground rock caverns , 2012 .

[23]  Marco de Angelis,et al.  Forced Monte Carlo Simulation Strategy for the Design of Maintenance Plans with Multiple Inspections , 2017 .

[24]  Mingfeng Lei,et al.  Deformation Characteristics and Countermeasures of shallow and Large-span Tunnel Under-crossing the Existing Highway in Soft Soil: a Case Study , 2018 .

[25]  C. C. Xia,et al.  3D NUMERICAL SIMULATION OF A LARGE SPAN DOUBLE-ARCH TUNNEL CONSTRUCTION , 2006 .

[26]  Mahdi Shadabfar,et al.  Estimation of Damage Induced by Single-Hole Rock Blasting: A Review on Analytical, Numerical, and Experimental Solutions , 2020, Energies.

[27]  Suzanne Lacasse,et al.  State-of-the-art review of soft computing applications in underground excavations , 2020, Geoscience Frontiers.

[28]  Abdelfattah Aouadj,et al.  CPT-based method using hybrid artificial neural network and mathematical model to predict the load-settlement behaviour of shallow foundations , 2020, Geomechanics and Geoengineering.

[29]  Mahdi Shadab Far,et al.  Approximation of the Monte Carlo Sampling Method for Reliability Analysis of Structures , 2016 .

[30]  Yousif A. H. Dallo,et al.  Reliability analysis of the induced damage for single-hole rock blasting , 2018, Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards.

[31]  Wengang Zhang,et al.  Reliability assessment on stability of tunnelling perpendicularly beneath an existing tunnel considering spatial variabilities of rock mass properties , 2019, Tunnelling and Underground Space Technology.

[32]  Stefan Larsson,et al.  An artificial neural network based model to predict spatial soil type distribution using piezocone penetration test data (CPTu) , 2018, Bulletin of Engineering Geology and the Environment.

[33]  Ilkka Vähäaho Underground space planning in Helsinki , 2014 .

[34]  Peng-fei Li,et al.  Performance of a multi-face tunnel excavated in loess ground based on field monitoring and numerical modeling , 2016, Arabian Journal of Geosciences.

[35]  Hong-yuan Liu,et al.  Three-dimensional finite element modelling of excavation-induced tunnel wall movement and damage: a case study , 2019, Sādhanā.

[36]  Attila M. Zsaki,et al.  Stability assessment of homogeneous slopes loaded with mobile tracked cranes—An artificial neural network approach , 2017 .

[37]  Sadok Benmebarek,et al.  Finite difference analysis of an advance core pre-reinforcement system for Toulon's south tube , 2016 .

[38]  Zhihua Zhang,et al.  3D Discrete Element Method Modelling of Tunnel Construction Impact on an Adjacent Tunnel , 2020 .

[39]  X. Li,et al.  Stress and displacement fields around a deep circular tunnel with partial sealing , 1999 .

[40]  B. Li,et al.  Experimental and numerical study on crack propagation and deformation around underground opening in jointed rock masses , 2017, Geosciences Journal.

[41]  Chung-Sik Yoo,et al.  Performance of multi-faced tunnelling – A 3D numerical investigation , 2009 .