Probabilistic Analysis of Tunnel Roof Deflection under Sequential Excavation Using ANN-Based Monte Carlo Simulation and Simplified Reliability Approach
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Yadong Xue | Yi Zhang | Mahdi Shadabfar | Zhou Mingliang | Hongwei Huang | Hong-wei Huang | Mahdi Shadabfar | Ya-dong Xue | Zhou Mingliang | Yi Zhang
[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 .