The mechanism of hysteretic ground settlement caused by shield tunneling in mixed-face conditions

Meng-shu W (2014) Tunneling by TBM/shield in China: state-of-art, problems and proposals. Tunnel Construction 34(3):179–187

Belle B, Foulstone A (2015) Explosion prevention in coal mine TBM drift—an operational safety knowledge share. Procedia Earth and Planetary Science 11:15–28

Zheng YL, Zhang QB, Zhao J (2016) Challenges and opportunities of using tunnel boring machines in mining. Tunnelling and Underground Space Technology 57:287–299

Brox D (2013) Technical considerations for TBM tunneling for mining projects. Transactions of the Society for Mining, Metallurgy and Exploration 334:498–505

Aston TRC, Gilby JL, Yuen CMK (1988) A comparison of rock mass disturbance in TBM and drill and blast drivages at the Donkin Mine, Nova Scotia. International Journal of Mining and Geological Engineering 6:147–162

Cigta M, Yagiz S, Ozdemir L (2001) Application of tunnel boring machines in underground mine development. IMCET, Turkey, pp 155–164

Zhao J (2007) Tunnelling in rocks-present technology and future challenges. In: World tunnel congress, pp 22–32

Cui K, Lin W (2016) Muck problem in subway shield tunneling in sandy cobble stratum. Polish Maritime Research 23:175–179

Song L (2011) Analysis of delayed settlement of soil pressure balance shield construction in water rich sandy gravel stratum and preventive measures. Journal of Changchun Institute of Technology (Natural Science Edition) 12(1):28–30

Donnelly LJ, Culshaw MG, Bell FG (2008) Long wall mining-induced fault reactivation and delayed subsidence ground movement in British coalfields. Quarterly Journal of Engineering Geology and Hydrogeology 41(3):301–314

Xu T, Yang T et al (2015) Mining induced strata movement and roof behavior in underground coal mine. Geomechanics and Geophysics for Geo-Energy and Geo-Resources 1:79–89

Chou W-I, Bobet A (2002) Predictions of ground deformations in shallow tunnels in clay. Tunnelling and Underground Space Technology 17:3–19

Leca E (2007) Settlements induced by tunneling in soft ground. Tunnelling and Underground Space Technology 22:119–149

Do N-A, Dias D et al (2014) Three-dimensional numerical simulation of a mechanized twin tunnels in soft ground. Tunnelling and Underground Space Technology 42:40–51

Dindarloo SR, Siami-Irdemoosa E (2015) Maximum surface settlement based classification of shallow tunnels in soft ground. Tunnelling and Underground Space Technology 49:320–327

Ercelebi SG, Copur H, Ocak I (2011) Surface settlement predictions for Istanbul Metro tunnels excavated by EPB-TBM. Environ Earth Sci 62:357–365

Loganathan N, Poulos HG (1998) Analytical prediction for tunneling induced ground movements in clays. Journal of Geotechnical and Geoenvironmental Engineering 124(9):846–856

Fang Y, Wang J et al (2014) Impact of shield tunneling on adjacent spread foundation on sandy cobble strata. J. Mod. Transport 22(4):244–255

Zhang ZX, Zhang H, Yan JY (2013) A case study on the behavior of shield tunneling in sandy cobble ground. Environ Earth Sci 69:1891–1900

He C, Feng K et al (2013) Surface settlement caused by twin-parallel shield tunnelling in sandy cobble strata. Journal of Zhejiang University Science A 13(11):858–869

Gao M, Zhao J, Li S, Qiu Z (2016) Theoretical model of the equivalent elastic modulus of a cobblestone–soil matrix for TBM tunneling. Tunnelling and Underground Space Technology 54:117–122

Li T, Huan Z (2012) Meso-macro analysis of surface settlement characteristics during shield tunneling in sandy cobble ground. Rock and Soil Mechanics 33(4):1141–1160

Feng H, Yang S (2014) Tunneling by EPB shield in gravel strata: case study on line 4 of Chengdu Metro. Tunnel Construction 34(3):274–279

Gao M, Zhang R, Wang M (2013) The Mechanism of Ground subsidence induced by EPB tunneling in sand and cobble stratum. In: International conference on geotechnical and earthquake engineering, pp 447–454

Jiang Y (2015) Study on delayed settlement formation induced by shield tunneling in sandy cobble strata. Chinese Journal of Underground Space and Engineering 11(1):171–177

Yazhou M (2012) Analysis and countermeasures of settlement for shield tunnelling in sand cobble stratum. Railway Construction Technology 4:65–68

Fang Y, He C et al (2017) Surface settlement prediction for EPB shield tunneling in sandy ground. KSCE Journal of Civil Engineering 989(8):1–11

Sharghi M, Chakeri H, Ozcelik Y (2017) Investigation into the effects of two component grout properties on surface settlements. Tunnelling and Underground Space Technology 63:205–216

Cundall PA, Strack ODL (1979) A discrete numerical model for granular assembly. Geotechnique 29:47–65

Itasca Consulting Group (2004) Particle flow code in 2 dimensions (PFC2D), version 3.1. User’s manual. Itasca Consulting Group, Minneapolis

Rowe RK, Lo KY, Kack GJ (1983) Method of estimating ground settlement above tunnels constructed in soft ground. Canadian Geotechnical Journal 20(1):11–22

Wang Q (2009) Research of the influence of Chengdu subway to the surrounding. Southwest Jiaotong University, Leshan

Wang M, Wei L, Lu J, Zhu Z (2001) Study of face stability of cobble-soil shield tunnelling at Chengdu metro. Rock and Soil Mechanics 32(1):99–105