مطالعه ناحیه سست شدگی و قوس زدگی خاک در تونل شهری مجاور زون ناپایدار

Aksoy CO, Ogul K, Topal I, Ozer SC, Ozacar V, Posluk E, “Numerical modeling of non-deformable support in swelling and squeezing rock”, International Journal of Rock Mechanics & Mining Sciences, 2012, 52, 61-70.

Cai QP, Peng JM, Ng CWW, Shi JW, X.X. Chen, “Centrifuge and numerical modelling of tunnel intersected by normal fault rupture in sand”, Computers and Geotechnics, 2019, 111, 137-146. https://doi.org/10.1016/j.compgeo.2019.03.010

Cheng X, “An arching theory for arch tunnels based on the interaction between the lateral and vertical pressure in good ground”, © Springer Nature Singapore Pte Ltd., 2018, D. Zhang and X. Huang (Eds.): GSIC 2018, Proceedings of GeoShanghai 2018. International Conference: Tunnelling and Underground Construction, 2018, 164-180. https://doi.org/10.1007/978-981-13-0017-2_16

Chen RP, Song X, Meng FY, Wu HN, Lin XT, “Analytical approach to predict tunneling-induced subsurface settlement in sand considering soil arching effect”, Computers and Geotechnics, 2022, 141, 104492. https://doi.org/10.1016/j.compgeo.2021.104492

Cheng C, Pengpeng Ni P, Zhao W, Jia P, Gao S, Wang Z, Changchuan Deng, “Face stability analysis of EPB shield tunnel in dense sand stratum considering the evolution of failure pattern”, Computers and Geotechnics, 2021, 130, 103890. https://doi.org/10.1016/j.compgeo.2020.103890

Cheng C, Jia P, Zhao W, Ni P, Bai Q, Wang Z, Lu B, “Experimental and analytical study of shield tunnel face in dense sand strata considering different longitudinal inclination”, Tunnelling and Underground Space Technology, 2021, 113, 103950. https://doi.org/10.1016/j.tust.2021.103950

Giardina G, De Jong MJ, Mair RJ, “Interaction between surface structures and tunnelling in sand: Centrifuge and computational modeling”, Tunnelling and Underground Space Technology, 2015, 50, 465-478.

Gholipour S, Shahnazari H, Razaghi HR, "Investigation of Tunnel Deformation in Sandy Ground with Clay Inclined Layers using Geotechnical Centrifuge", Journal of Civil and Environmental Engineering, October 2012, 42(68), 63-69 (in Persian). http://dx.doi.org/10.1016/j.tust.2015.07.016

Guo X, Wang Z, Geng P, Chen C, Zhang J, “Ground surface settlement response to subway station construction activities using pile-beam-arch method”, Tunnelling and Underground Space Technology, 2020. https://doi.org/10.1016/j.tust.2020.103729

He J, Liao S, Liu M, Sun J, Xi X, “The soil arching effect induced by shield tunnelling under asymmetric surface loading”, Computers and Geotechnics, 2023, 154, 105145. https://doi.org/10.1016/j.compgeo.2022.105145

Huang Z, Wang C, Dong J, Zhou J, Yang J, Li Y, “Conditioning experiment on sand and cobble soil for shield tunneling”, Tunnelling and Underground Space Technology, 2019, 87, 187-194. https://doi.org/10.1016/j.tust.2019.02.011

Lee CJ, Wu BR, Chen HT, Chiang KH, “Tunnel stability and arching effects during tunneling in soft clayey soil”, Tunnelling and Underground Space Technology, 2006, 21, 119-132. https://doi.org/10.1016/j.tust.2005.06.003

Li P, Chen K, Wang F, Li Z, “An upper-bound analytical model of blow-out for a shallow tunnel in sand considering the partial failure within the face”, Tunnelling and Underground Space Technology, 2019, 91, 102989. https://doi.org/10.1016/j.tust.2019.05.019

Li P, Zou H, Wang F, Xiong H, “An analytical mechanism of limit support pressure on cutting face for deep tunnels in the sand”, Computers and Geotechnics, 2020, 119, 103372. https://doi.org/10.1016/j.compgeo.2019.103372

Long YY, Tan Y, “Soil arching due to leaking of tunnel buried in water-rich sand”, Tunnelling and Underground Space Technology, 2020, 95, 103158. https://doi.org/10.1016/j.tust.2019.103158

Lu H, Shi J, Wang Y, Wang R, “Centrifuge modeling of tunneling-induced ground surface settlement in sand”, Underground Space. https://doi.org/10.1016/j.undsp.2019.03.007

Mori L, Mooney M, Cha M, “Characterizing the influence of stress on foam conditioned sand for EPB tunneling”, Tunnelling and Underground Space Technology, 2018, 71, 454-465. http://dx.doi.org/10.1016/j.tust.2017.09.018

O’Reilly MP and New BM, “Settlements above tunnels in the United Kingdom-their magnitude and prediction”, In Proceedings of Tunnelling, 1982, 82 173-181.

Pabodha KK, Kannangara M, Ding Z, Zhou WH, “Surface settlements induced by twin tunneling in silty sand”, Underground Space, 2021. https://doi.org/10.1016/j.undsp.2021.05.002

Peck B, “Deep excavations and tunneling in soft ground”, In Proceedings of 7^th International Conference on Soil Mechanics and Foundation Engineering, Mexico City, 1969, 225-290.

Rezaei AH, Babaei S, "The Soil Parameters Effects on the Optimum Face Pressure of Mechanized Tunnels in Cohesive Soils", Journal of Civil and Environmental Engineering, December 2017, 47(88), 33-45 (in Persian).

Shao S, Shao S, Li J, Zhu D, “Collapsible deformation evaluation of loess under tunnels tested by in situ sand well immersion experiments”, Engineering Geology, 2021, 292, 106257. https://doi.org/10.1016/j.enggeo.2021.106257

Sohaei H, Hajihassani M, Namazi E, Marto A, “Experimental study of surface failure induced by tunnel construction in sand”, Engineering Failure Analysis, 2020, 118, 104897. https://doi.org/10.1016/j.engfailanal.2020.104897

Soomro MA, Ng CWW, Memon NA, Bhanbhro R, “Lateral behaviour of a pile group due to side-by-side twin tunnelling in dry sand: 3D centrifuge tests and numerical modeling”, Computers and Geotechnics, 2018, 101, 48-64. https://doi.org/10.1016/j.compgeo.2018.04.010

Sun J, Liu J, “Visualization of tunnelling-induced ground movement in transparent sand”, Tunnelling and Underground Space Technology, 2014, 40, 236-240. http://dx.doi.org/10.1016/j.tust.2013.10.009

Terzaghi K, “Theoretical Soil Mechanics”, John Wiley and Sons, New York, 1943, 66-76.

Vo-Minh T VM, Nguyen-Son L, Nguyen-Van G, Thai-Phuong T, “Upper bound limit analysis of circular tunnel in cohesive-frictional soils using isogeometric analysis based on B´ezier extraction”, Tunnelling and Underground Space Technology, 2021, 114, 103995. https://doi.org/10.1016/j.tust.2021.103995

Wan T, Li P, Zheng H, Zhang M, “An analytical model of loosening earth pressure in front of tunnel face for deep-buried shield tunnels in sand”, Computers and Geotechnics, 2019, 115, 103170. https://doi.org/10.1016/j.compgeo.2019.103170

Wang F, “Empirical evidence for estimation of subsurface settlement caused by tunneling in sand”, Underground Space. https://doi.org/10.1016/j.undsp.2021.01.002

Wong KS, Ng CWW, Chen YM, Bian XC, “Centrifuge and numerical investigation of passive failure of tunnel face in sand”, Tunnelling and Underground Space Technology, 2012, 28, 297-303. https://doi.org/10.1016/j.tust.2011.12.004

Wu J, Liao SM, Liu MB, “An analytical solution for the arching effect induced by ground loss of tunneling in sand”, Tunnelling and Underground Space Technology, 2019, 83, 175-186. https://doi.org/10.1016/j.tust.2018.09.025

Zhang DM, Chen S, Wang RC, Zhang DM, Li BJ, “Behaviour of a large-diameter shield tunnel through multi-layered strata”, Tunnelling and Underground Space Technology, 2021, 116, 104062. https://doi.org/10.1016/j.tust.2021.104062