Wang, W. D. and Xu, Z. H. (2011). Design and construction of deep excavations in Shanghai. in Proceedings of 7th International Conference of TC28: Geotechnical aspects of underground construction in soft soils, pp. 667–683.
Sabatini, P. J. and D. G. Pass, and Bachus, R. C. (1999). Geotechnical engineering circular no. 4: Ground anchors and anchored systems, FHWA IF-99-015. Washengton, DC, techreport, P.P 207-300.
Yasrebi, H. and Eslami, A. (2015).Optimum considerations for control of large urban excavation displacement. in 2nd geotechnical engineering conference.
Clough, G. W. and O’Rourke, T. D. (1990). Construction induced movements of insitu walls. in Design and performance of earth retaining structures, pp. 439–470.
B, Y. A., R, P. R. C, and Rao, S. (2015). Effect of Stiffness on Performance of Diaphragm Wall. Procedia Eng., vol. 116, no. Apac, pp. 343–349.
Ilies, N., Farcas, V. and Pop, M. (2015). Design Optimization of Diaphragm Walls. Procedia Technol., vol. 19, pp. 357–362.
Powrie,W., Davies, J. N. and Britto, A. M. (1993). A cantilever retaining wall supported by a berm during temporary works activities. Retaining Struct. (ed. CRI Clayton), Thomas Telford, London, pp. 418–428.
Fan, H. J., Zhang, L. L. and Wang, J. H. (2011). “Uncertainty of empirical prediction model for wall deflection of deep excavation in Shanghai soils,” Lowl. Technol. Int., vol. 13, no. 1, pp. 52–58.
VARGHESE, P. C. (2005). Foundation and engineering. Delhi: phi learning private limited.
Vesic, A. B. (1961). Beams on elastic subgrade and the Winkler’s hypothesis, in Proceedings of 5th International Conference on Soil Mechanics and Foundation Engineering, vol. 1, pp. 845–850.
Sadrekarimi, J. and Akbarzad, M. (2009). Comparative study of methods of determination of coefficient of subgrade reaction. Electron. J. Geotech. Eng., vol. 14 E, pp. 1-14.
Fernie, R. and Suckling, T. (1996). Simplified approach for estimating lateral movement of embedded walls in UK ground. in Proceedings of International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground. London:[sn], pp. 131–136.
Long, M. (2001). Database for retaining wall and ground movements due to deep excavations. J. Geotech. Geoenvironmental Eng., vol. 127, no. 3, pp. 203–224.
Long, M. Brangan, C., Menkiti, C. O., Looby, M. and Casey, P. (2012). Retaining walls in Dublin boulder clay, Ireland. Proc. ICE - Geotech. Eng., vol. 165, no. 4, pp. 247–266.
Long, M., Menkiti, C. O., Skipper, J., Brangan, C. and Looby, M. (2012). Retaining wall behaviour in Dublin’s estuarine deposits, Ireland. Proc. ICE - Geotech. Eng., vol. 165, no. 6, pp. 351–365.
Peck, R. B. (1969). Deep excavations and tunnelling in soft ground. in Proc. 7th int. conf. on SMFE, pp. 225–290.
Long, M. (1997). Design and construction of deep basements in Dublin, Ireland. in Proceedings of the international conference on soil mechanics and foundation engineering-International society for soil mechanics and foundation engineering, vol. 2, pp. 1377–1380.
Xu, Z. H. (2007).Deformation behavior of deep excavations supported by permanent structures in Shanghai soft deposit. Shanghai Shanghai Jiao Tong Univ.
Mana , A. I. and Clough, G. W. (1981). Prediction of movements for braced cuts in clay. J. Geotech. Geoenvironmental Eng., vol. 107, no. 6, pp. 759–777.
Project management engineering, (2015). Eshtal table. [Online] Available at: http://e-pm.ir/mohasebat/eshtal/ [30 10 2016].
Tata Steel, (2016). Tata steel sections, The blue Book. [Online] Available at: http://tsbluebook.steel-sci.org/EN/Browsers/Main.htm [30 11 2016].
American society of testing and material, (2016). Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling; ASTM A6, pp. 51-200.
Onda, K., Kojo, R. and Aoki, H. (2011). Development of new H-section steel shape with inner rib, ‘J-grip H,’ and its application to steel concrete composite diaphragm wall. JFE Tech. Rep., vol. 16, no. 16, pp. 45–51.
Look, B. (2007). Handbook of geotechnical investigation and design tables. London: Taylor&Francis Group, pp. 10-175.
Schanz, Vermeer, T. and Bonnier, P. (1999). The hardening soil model: formulation and verification. Beyond 2000 Comput. Geotech. 10 years PLAXIS Int. Proc. Int. Symp. beyond 2000 Comput. Geotech. Amsterdam, p.p 281-295
Hashash , Y. M. A. and Whittle, A. J. (1992). Analysis of braced diaphragm walls in deep deposits of clay. Department of Civil Engineering and Environmental Engineering, Massachusetts Institute of Technology, 1992.
Office development and promotion of national building codes. (1388). National building instructions (9). Tehran: Tossehiranpublisher.
American concrete institute (ACI), (2008). Building code requirements for structural concrete (ACI 318-08) and commentary, Michigan: American cancrete institute.