[1] Nematollahi and Dias, (2019), Three-dimensional numerical simulation of pile-twin tunnels interaction–Case of the Shiraz subway line, Tunnelling and Underground Space Technology , Page.75-88.
[2] Yoo, C. (2009). Performance of multi-faced tunnelling–A 3D numerical investigation. Tunnelling and underground space technology, 24(5), Page 562-573.
[3] Yoo, C. (2013). Interaction between tunneling and bridge foundation–A 3D numerical investigation. Computers and Geotechnics, 49, 70-78.
[4]Mair, R., Taylor,R., Bracegirdle, A.,(1993).Subsurface settlement profiles abovetunnels in clays. Geotechnique 43 (2).
[6]Boonyarak, T., Phisitkul, K., Ng, C.W., Teparaksa, W., Aye, Z.Z., (2014). Observed ground and pile group responses due to tunneling in Bangkok stiff clay. Can. Geotech. J. 51 (5), 479–495.
[7] Lee, Y.-J., Bassett, R.H., (2006). A model test and numerical investigation on the shear deformation patterns of deep wall-soil-tunnel interaction. Can. Geotech. J. 43 (12), 1306–1323.
[8]Selemetas, D., Standing, J., Mair, R., (2006). The response of full-scale piles to tunnelling. Proceedings of the 5th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground.
[9]Ng, C.W.W., Lu, H., Peng, S., (2013). Three-dimensional centrifuge modelling of the effects of twin tunnelling on an existing pile. Tunn. Undergr. Space Technol. 35, 189–199.
[10]Mroueh, H., Shahrour, I., (2002). Three-dimensional finite element analysis of the interaction between tunneling and pile foundations. Int. J. Numer. Anal. Meth. Geomech. 26 (3), 217–230.
[11]Kitiyodom, P., Matsumoto, T., Kawaguchi, K., (2005). A simplified analysis method for piled raft foundations subjected to ground movements induced by tunnelling. Int. J. Numer. Anal. Meth. Geomech. 29 (15), 1485–1507.
[12]Liu, H., Small, J.C., Carter, J.P., (2008). Full 3D modelling for effects of tunnelling on existing support systems in the Sydney region. Tunn. Undergr. Space Technol. 23 (4), 399–420.
[13]Lee, C., (2012). Three-dimensional numerical analyses of the response of a single pile and pile groups to tunnelling in weak weathered rock. Tunn. Undergr. Space Technol. 32, 132–142.
[14] Jongpradist, P., Kaewsri, T., Sawatparnich, A., Suwansawat, S., Youwai, S., Kongkitkul, W., Sunitsakul, J., (2013). Development of tunneling influence zones for adjacent pile foundations by numerical analyses. Tunn. Undergr. Space Technol. 34, 96–109.
[15] Benton, L.J., Phillips, A., (1991). The behavior of two tunnels beneath a building on piled foundation. Deformation of soils and displacements of structures. Proc. 10th Eur. Conf. Soil Mech., Florence.
[16] Chudleigh, I., Higgins, K.G., St John, H.D., Potts, D.M., Schroeder, F.C., (1999). Pile-tunnel interaction problems. Proc. of Tunnel Construction and Piling, London, Great Britain.
[17] Chapman, T., Nicholson, D., Luby, D., (2001). Use of the observational method for the construction of piles next to tunnels. Proc. Int. Conf. Response of Buildings to Excavation Induced Ground Movements, London.
[18] Schroeder, F.C., (2002). The influence of bored piles on existing tunnels: a case study. Ground Eng. 35 (7), 32–34.
[19] Schroeder, F., Potts, D., Addenbrooke, T., (2004). The influence of pile group loading on existing tunnels. Geotechnique 54 (6), 351-362.
[20] Lueprasert, P., Jongpradist, P., Suwansawat, S., (2017). Numerical investigation of tunnel deformation due to adjacent loaded pile and pile-soil-tunnel interaction. Tunn. Undergr. Space Technol. 70, 166–181.
[21] Yao, J.,Taylor, R.N.,McNamara, A.M., (2008). The effectsof loaded bored piles on existing tunnels. In: Geotech. Asp. Undergr. Constr. Soft Gr. – 6th Int. Symp. pp. 735–741.
[22] Lueprasert, P., Jongpradist, P., Charoenpak, K., Chaipanna, P., Suwansawat, S., (2015). Three dimensional finite element analysis for preliminary establishment of tunnel influence zone subject to pile loading. Maejo Int. J. Sci. Technol. 9, 209–223.
[23] Lueprasert et al, (2017), “Tunnelling and Underground Space Technology” , “Numerical investigation of tunnel deformation due to adjacent loaded pile and pile-soil-tunnel interaction” , P.166-181.
[24] Lee, Y.-J., Bassett, R.H., (2007). Influence zones for 2D pile-soil-tunnelling interaction based on model test and numerical analysis. Tunn. Undergr. Space Technol. 22 (3), 325–342.
[25] Müller L. Removing misconceptions on the New Austrian tunnelling method.Tunn Tunnel (1978);10(8):29–32.
[26] Rabcewicz L. The new Austrian tunnelling method. Part one. Water powerNovember. Part two, December 1964 and Part three, January (1965).
[27] SIMULIA User Assistance 2019 Abaqus Inc.
[28] Seoul Metro Contract 912 Design Report. Seoul Subway ConstructionAuthority, Seoul, Korea; (2002).
[29] Davis EH. Theories of plasticity and the failure of soil masses. Soil mechanics:selected topics. UK: Butterworth’s London; (1968). p. 341–80.
[30] Pedro-Tomislav Simic-Silva , Belén Martínez-Bacas , Rubén Galindo-Airesa , Davor Simic. 3D simulation for tunnelling effects on existing piles. Computers and Geotechnics; (2020). p. 1–15.
[31] Hu Lu, Jiangwei Shi, Charles W.W. Ng, Yaru Lv. Three-dimensional centrifuge modeling of the influence of side-by-side twin tunneling on a piled raft. Tunnelling and Underground Space Technology; (2020). p. 1–10.