[1] Bhatkar, T., Barman, D., Mandal, A., & Usmani, A. (2017). Prediction of behaviour of a deep excavation in soft soil: a case study. International Journal of Geotechnical Engineering, 11(1), 10-19.
[2] Ahmadi, A., & Ahmadi, M. M. (2019). Three-dimensional numerical analysis of corner effect of an excavation supported by ground anchors. International Journal of Geotechnical Engineering, 1-13.
[3] Lin, D. G., & Woo, S. M. (2007). Three dimensional analyses of deep excavation in Taipei 101 construction project. Journal of GeoEngineering, 2(1), 29-42.
[4] Ou, C. Y., Chiou, D. C., & Wu, T. S. (1996). Three-dimensional finite element analysis of deep excavations. Journal of Geotechnical Engineering, 122(5), 337-345.
[5] Finno, R. J., Blackburn, J. T., & Roboski, J. F. (2007). Three-dimensional effects for supported excavations in clay. Journal of Geotechnical and Geoenvironmental Engineering, 133(1), 30-36.
[6] Zdravkovic, L., Potts, D. M., & St John, H. D. (2005). Modelling of a 3D excavation in finite element analysis. Geotechnique, 55(7), 497-513.
[7] Wu, C. H., Ou, C. Y., & Tung, N. C. (2010). Corner effects in deep excavations-establishment of a forecast model for taipei basin T2 zone. Journal of Marine Science and Technology, 18(1), 1-11.
[8] Razavi, S. K., Hajialilue Bonab, M., Rezaei, A. H. (2018). Three Dimensional Finite Difference (3D FD) Analysis of Soil Nailing Wall. Journal of Civil and Environmental Engineering, Volume 48 (2018), Issue 1 (Spring), 23-33.
[9] Shivaei, S., & Jahanandish, M. (2018). Numerical investigation of the three-dimensional performance of anchored reaction blocks in stability of excavations in clayey soils. International Journal of Geotechnical Engineering.
[10] Hsiung, B. C. B., Yang, K. H., Aila, W., & Ge, L. (2018). Evaluation of the wall deflections of a deep excavation in Central Jakarta using three-dimensional modeling. Tunnelling and Underground Space Technology, 72, 84-96.
[11] Fakher, A. (2014). Research Methods in Geotechnic. Second Edition. Tehran: University of Tehran Press, Page(247).
[12] Iai, S., Tobita, T., & Nakahara, T. (2005). Generalised scaling relations for dynamic centrifuge tests. Geotechnique, 55(5), 355-362.
[13] Office of National Building Regulations (2013). National Building Regulations –Section 7. Third Edition. Tehran: Toseeh Iran Publisher, Page(69).
[14] Panah, A. K., Yazdi, M., & Ghalandarzadeh, A. (2015). Shaking table tests on soil retaining walls reinforced by polymeric strips. Geotextiles and Geomembranes, 43(2), 148-161.
[15] Moghadam, A. M., Ghalandarzadeh, A., Towhata, I., Moradi, M., Ebrahimian, B., & Hajialikhani, P. (2009). Studying the effects of deformable panels on seismic displacement of gravity quay walls. Ocean engineering, 36(15-16), 1129-1148.
[16] Zekri, A., Ghalandarzadeh, A., Ghasemi, P., & Aminfar, M. H. (2015). Experimental study of remediation measures of anchored sheet pile quay walls using soil compaction. Ocean Engineering, 93, 45-63.
[17] Yazdandoust, M. (2017). Experimental study on seismic response of soil-nailed walls with permanent facing. Soil Dynamics and Earthquake Engineering, 98, 101-119.
[18] Sabermahani, M., Ghalandarzadeh, A., & Fakher, A. (2009). Experimental study on seismic deformation modes of reinforced-soil walls. Geotextiles and Geomembranes, 27(2), 121-136.