[
[1] Bousbia Nawel, Messast Salah (2015). Numerical modeling of two parallel tunnels interactions using three- dimensional finite element. Geomechanics & Engineering. 9(6), 775-79110.12989/gae.2015.9.6.775
]Search in Google Scholar
[
[2] Moorak Son, Edward J. Cording (2008). Numerical model tests of building response to excavation-induced ground movements. Canadian Geotechnical Journal. 45(11), 1611-162110.1139/T08-074
]Search in Google Scholar
[
[3] Alan Graham Bloodworth (2002). Three-dimensional analysis of tunneling effects on structures to develop design methods. Ph.D. Thesis, University of Oxford, UK
]Search in Google Scholar
[
[4] C.W.W. Ng, H. Lu (2014). Effects of the construction sequence of twin tunnels at different depths on an existing pile. Canadian Geotechnical Journal. 51(2), 173-18310.1139/cgj-2012-0452
]Search in Google Scholar
[
[5] Messast. S, Hazem. M, Bousbia1 N, Mokhbi H (2014). Numerical modeling of the face reinforcement of Djebel El-Kantour tunnel face (highway east-west). J. Appl. Eng. Sci. Techno. 1(1) 23-29.
]Search in Google Scholar
[
[6] Shinji. (2009). Three-dimensional numerical modeling of a NATM tunnel. International Journal of the Japanese Committee for Rock Mechanics 5.33-38.
]Search in Google Scholar
[
[7] Loganathan N and Poulos H G. (1998). Analytical Predictions of Tunnelling Induced Ground Movements. Geotechnical Engineering Journal.124 (9).10.1061/(ASCE)1090-0241(1998)124:9(846)
]Search in Google Scholar
[
[8] Loganathan, N, Poulos, HG, Bustos-Ramirez, A (2000). Estimation of ground loss during tunnel excavation. Geo.Eng. Australia, November
]Search in Google Scholar
[
[9] Thayanan Boonyarak, Charles W.W. Ng (2015). Effects of construction sequence and cover depth on Crossing-tunnel interaction. Canadian Geotechnical Journal.52(7) 851-86710.1139/cgj-2014-0235
]Search in Google Scholar
[
[10] Dong, Y, Burd, H.J, Houlsby,G,T (2016). Finite element analysis of a deep excavation case history”, Geotechnique, 66 (1), 1-1510.1680/jgeot.14.P.234
]Search in Google Scholar
[
[11] Giovanni Barla. (2016). Full face excavation of large tunnels in difficult conditions. Journal of rock mechanics and geotechnical engineering. 8, 294-30310.1016/j.jrmge.2015.12.003
]Search in Google Scholar
[
[12] Guo-Hua Zhang, Yu-Yong Jiao, Li-Biao Chen, Hao Wang, Shu-Cai Li. (2016). Analytical model for assessing collapse risk during mountain tunnel construction. Canadian Geotechnical Journal.53(2), 326-342
]Search in Google Scholar
[
[13] Guo-Hua Zhang, Yu-Yong Jiao, Hao Wang (2014). Outstanding issues in excavation of deep and long rock tunnels: a case study. Canadian Geotechnical Journal. 51(9), 984-994
]Search in Google Scholar
[
[14] J Y Ruwanpura, S M AbouRizk, M Allouche (2004). Analytical methods to reduce uncertainty in tunnel construction projects. Canadian Geotechnical Journal.31(2), 345-360
]Search in Google Scholar
[
[15] Kaveh Ahangari, Sayed Rahim Moeinossadat, Danial Behnia (2015). Estimation of tunneling- induced settlement by modern intelligent methods. Soils and foundations 55(4), 737-74810.1016/j.sandf.2015.06.006
]Search in Google Scholar
[
[16] R. K. Rowe, K. Y. Lo, G. J. Kack (1983). A method of estimating surface settlement above tunnels constructed in soft ground. Canadian Geotechnical Journal 20(1) 1-2210.1139/t83-002
]Search in Google Scholar
[
[17] Rolf Zumsteg, Lars Langmaac (2017). Mechanized tunneling in soft soils: Choice of excavation mode and application of soil conditioning additives glacial deposits. Engineering 3, 863-87010.1016/j.eng.2017.11.006
]Search in Google Scholar
[
[18] Wang Ran (2017). Effects of the existing tunnel shape on three-dimensional crossing tunnels interaction in sand: Centrifuge and numerical modeling. PhD thesis. University of Hong Kong, China
]Search in Google Scholar
[
[19] Yu Wang, Jiangwei Shi, Charles W.W. Ng (2011). Numerical modeling of tunneling effect on buried pipelines. Canadian Geotechnical Journal. 48(7) 1125-113710.1139/t11-024
]Search in Google Scholar
[
[20] Zdravkovic, L, Potts, D, M, St. John H, D (2005). Modeling of a 3D excavation in finite element analysis. Geotechnique. 55(7) 497-51310.1680/geot.2005.55.7.497
]Search in Google Scholar
