Anagnostou G, Kovari K, “Face stability conditions with earth-pressure-balanced shields”, Tunnelling and Underground Space Technology, 1996, 11 (2), 165-173.
Atkinson J, Potts D, “Stability of a shallow circular tunnel in cohesionless soil”, Geotechnique, 1977, 27 (2), 203-215.
Bakhshandeh Amnieh H, ZamZam M, Mousavi E, “Evaluation Face Minimum Pressure for Urban Tunneling Using an EPB Machine and Analytical and Numerical Methods Case Study: Tunnel for Line 7Tehran Subway (East-West)”, Sharif Journal of Civil Engineering, 2015, 31.2 (3.1), 137-145.
Broere W, “Tunnel Face Stability & New CPT Application”, PhD Thesis, University of Deft, Netherlands, 2001.
Chambone P, Corte JF, “Shallow tunnels in cohesionless soils: Stability of tunnel face”, ASCE, 1994, 120 (7), 1148-1165.
Centrum Ondergronds Bouwen (COB), “Parameterset voor de predicties. Technical Report”, K100-W-004, 1996.
Eslami B, Golshani A, “3D Stability Analysis of Heterogeneous Face Excavation by TBM-EPB Mchine -Cace Study Line2 METRO of Mashhad”, Sharif Journal of Civil Engineering, 2017, 33.2 (1.1), 121-128.
Guglielmetti V, Grasso P, Mahtab A, Xu S, “Mechanized tunnelling in urban areas: design methodology and construction control”, Taylor & Francis Group, London, UK, 2007.
Heidari SR, Zare S, Mirzai NH, Foroughi M, “Numerical study of face pressure effect on surface settlement in soft ground mechanized tunneling- A case study: Tehran metro line 7”, Tunneling and underground space engineering, 2013, 57-67.
Jancsecz S, Steiner W, “Face support for a large mix-shield in heterogeneous ground conditions”, Tunnelling’94: Springer, 1994, 531-550.
Kasper T, Meschke G, “On the influence of face pressure, grouting pressure and TBM design in soft ground tunnelling", Tunnelling and Underground Space Technology”, 2006, 21 (2), 160-171.
Katebi H, Rezaei AH, Hajialilue-Bonab M, Tarifard A, “Assessment the influence of ground stratification, tunnel and surface buildings specification on shield tunnl lining loads (by FEM)”, Tunnelling and Underground Space Technology, 2015, 49, 67-78.
Lambrughi A, Medina Rodriguez L, Castellanza R, “Development and Verification of a 3D numerical model for TBM-EPB mechanized excavation”, Computers and Geotechnics, 2012, 40, 97-113.
Leca E, Panet M, “Upper and Lower Bound Solutions for the Face Stability of Shallow Circular Tunnels in Frictional Matrial”, Geotechnic, 1990, 40 (4), 581-606.
Lee IM, Nam SW, “The study of seepage forces acting on the tunnel lining and tunnel face in shallow tunnels”, Tunnelling and Underground Space Technology, 2001, 16, 31-40.
Mooney MA, Grasmick J, Kenneally B, Fang Y, “The role of slurry TBM parameters on ground deformation: Field results and computational modelling”, Tunnelling and Underground Space Technology, 2016.
Sebastianelli M, Felice G, Malena M, Amorosi A, Boldini D, Di Mucci G, “A class C prediction of the settlements induced in a historical masonry structure by excavation of shallow twin tunnels”, 2nd International Symposium on Geotechnical Engineering for the Preservation of Monuments and Historical Sites, Naples, Italy, 649-655, 2013.
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