C. Ou, D.-C. Chiou, T.-S. Wu, Three-Dimensional finite element analysis of deep excavations, Geotechnical Engineering, 122(5) (1996) 337-345.
 F.H. Lee, K.Y. Young, K.C.N. Quan, K.T. Chee, Effect of corners in strutted excavations: Field monitoring and case histories, Geotechnical and Geoenvironmental Engineering, 124(5) (1998) 339-349.
 R.J. Finno, J.T. Blackburn, J.F. Roboski, Three-Dimensional effects for supported excavations in clay, Geotechnical and Geoenvironmental Engineering, 133(1) (2007) 30-36.
 H. Yuan, Q. Zhang, Three dimensional performance observed in an irregular deep excavation in Shanghai soft clay, GEOTECHNICAL SPECIAL PUBLICATION, 206 (2012) 107-113.
 W. Zhao, C. Chen, S. Li, Y. Pang, Researches on the influence on neighboring buildings by concave and convex location effect of excavations in soft soil area, Intell Robot Syst, (2014).
 H. Imeni, A. Ghanbari, F. Rashidi, H. Shahir, Numerical study on the effect of convex corner on the behavior of deep excavation, Electronic Journal of Geotechnical Engineering, 22(10) (2017) 3965-3984.
 M. Sabermahani, M. Moradi, A. Pooresmaeili, Performance of soil-nailed wall with three-dimensional geometry: centrifuge study, Physical Modelling in Geotechnics, Volume 2, (2018) 1247-1252.
 M. Sabermahani, M.N. Shahrbabak, M.M. Bagheri, Three-dimensional effects of nail arrangement on soil-nailed convex corners, Numerical Methods in Geotechnical Engineering IX, Volume 2, (2018) 1129-1136.
 I. Itasca Consulting Group, Fast Lagrangian Analysis of Continua User's Guide, (2019).
 C.A. Lazate, H. Robinson, J.E. Gomez, A. Baxter, A. Cadden, R. Berg, GEOTECHNICAL ENGINEERING CIRCULAR NO. 7 SOIL NAIL WALLS - REFERENCE MANUAL, National Highway Institute U.S. Department of Transportation Federal Highway Administration, 2015.
 Y. Lim, J.-L. Briaud, Tieback walls in sand: numerical simulation and design implications, Geotechnical and Geoenvironmental Engineering, 125 (1999) 101-110.
 M. Zhang, E. Song, Z. Chen, Ground movement analysis of soil nailing construction by three-dimensional (3-D) finite element modeling (FEM), Computers and Geotechnics, 25 (1999) 191-204.