مراجع
[1]. Lü Q, Chan CL, Low BK (2013) System reliability assessment for a rock tunnel with multiple failure modes. Rock mechanics and rock engineering 46 (4):821-833
[2]. Park K-H (2005) Analytical solution for tunnelling-induced ground movement in clays. Tunn Undergr Sp Tech 20 (3):249-261
[3]. Li H-Z, Low BK (2010) Reliability analysis of circular tunnel under hydrostatic stress field. Comput Geotech 37 (1-2):50-58
[4]. FAMA MED (1993) Numerical modeling of yield zones in weak rock. In: Analysis and design methods. Elsevier, pp 49-75
[5]. Carranza-Torres C (2004) Elasto-plastic solution of tunnel problems using the generalized form of the Hoek-Brown failure criterion. International Journal of Rock Mechanics and Mining Sciences 41 (SUPPL. 1):1-11
[6]. Fattahi H, Shojaee S, Ebrahimi Farsangi MA, Farshidianfar A, Soheili S, Cheng W, Liu F, Li L, Rahami H, Kaveh A optimal design of truss bridges using teaching-learning-based optimization algorithm.
[7]. Low B, Tang WH (2007) Efficient spreadsheet algorithm for first-order reliability method. Journal of engineering mechanics 133 (12):1378-1387
[8]. Mollon G, Dias D, Soubra A-H (2009) Probabilistic analysis and design of circular tunnels against face stability. International Journal of Geomechanics 9 (6):237-249
[9]. Hoek E (1998) Reliability of Hoek-Brown estimates of rock mass properties and their impact on design. International Journal of Rock Mechanics and Mining Sciences 35 (1):63-68
[10]. Song L, Li H-Z, Chan CL, Low BK (2016) Reliability analysis of underground excavation in elastic-strain-softening rock mass. Tunn Undergr Sp Tech 60:66-79
[11]. Liu H, Low BK (2017) System reliability analysis of tunnels reinforced by rockbolts. Tunnelling and Underground Space Technology 65:155-166
[12]. Chen F, Wang L, Zhang W (2019) Reliability assessment on stability of tunnelling perpendicularly beneath an existing tunnel considering spatial variabilities of rock mass properties. Tunn Undergr Sp Tech 88:276-289
[13]. Lü Q, Low BK (2011) Probabilistic analysis of underground rock excavations using response surface method and SORM. Comput Geotech 38 (8):1008-1021
[14]. Liu W, Luo X, Huang J, Hu L, Fu M (2018) Probabilistic analysis of tunnel face stability below river using Bayesian framework. Mathematical Problems in Engineering 2018
[15]. Lü Q, Xiao Z-P, Ji J, Zheng J, Shang Y-Q (2017) Moving least squares method for reliability assessment of rock tunnel excavation considering ground-support interaction. Comput Geotech 84:88-100
[16]. Lü Q, Xiao Z-P, Ji J, Zheng J (2017) Reliability based design optimization for a rock tunnel support system with multiple failure modes using response surface method. Tunnelling and Underground Space Technology 70:1-10
[17]. Saboya Jr F, da Glória Alves M, Pinto WD (2006) "Assessment of failure susceptibility of soil slopes using fuzzy logic". Eng Geol 86 (4):211-224
[18]. Liu H, Small JC, Carter JP (2008) Full 3D modelling for effects of tunnelling on existing support systems in the Sydney region. Tunn Undergr Sp Tech 23 (4):399-420
[19]. Liu H, Li P, Liu J (2011) Numerical investigation of underlying tunnel heave during a new tunnel construction. Tunn Undergr Sp Tech 26 (2):276-283
[20]. Haldar A, Mahadevan S (2000) Probability, reliability, and statistical methods in engineering design. John Wiley,
[21]. Mahsuli M (2012) Probabilistic models, methods, and software for evaluating risk to civil infrastructure. Ph. D. dissertation.
[22]. Low BK, Einstein H (2013) Reliability analysis of roof wedges and rockbolt forces in tunnels. Tunnelling and Underground Space Technology 38:1-10
[23]. Bobet A, Einstein H (2011) Tunnel reinforcement with rockbolts. Tunn Undergr Sp Tech 26 (1):100-123
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