[1] O. Bilgin, Lateral earth pressure coefficients for anchored sheet pile walls, Int. J. Geomech. 12 (2012), no. 5, 584–595.
[2] O. Bilgin and M.B. Erten, Analysis of anchored sheet pile wall deformations, Contemporary Topics in Ground Modification, Problem Soils, and Geo-Support, 2009.
[3] S. Bin-Shafique, J. Huang, M. Ahmed, S. Rezaeimalek and A.T. Papagiannakis, Tieback retaining wall in high plasticity expansive soil, J. Perform. Const. Facil. 31 (2017), no. 2, D4016006.
[4] J.L. Briaud and Y. Lim, Tieback walls in sand: numerical simulation and design implications, J. Geotech. Geoenviron. Eng. 125 (1999), no. 2, 101–110.
[5] J.A. Caliendo, L.R. Anderson and W.J. Gordon, A field study of a tieback excavation with a finite element analysis, Design and performance of earth retaining structures, American Society of Civil Engineers, 1990.
[6] G.W. Clough and J.M. Duncan, Finite element analyses of Port Allen and Old River locks, J. Soil Mech. Found Div. 97 (1969).
[7] Y.D.J. Costa, J. Gurgel, C.M.L. Costa and O.F. Santos, Deflection analysis of anchored retaining wall in dune sand, Appl. Mech. Mater. 405 (2013), 101–105.
[8] R.M. Ebeling, J.F. Peters and G.W. Clough, User’s guide for the incremental construction soil-structure interaction program SOILSTRUCT, Technical Report ITL90-6, U.S. Army Engineer Waterways Experiment Station, Vicksburg, MS, 1992.
[9] L.A. Hansen, Prediction of the behavior of braced excavation in anisotropic clay, Ph.D. Thesis, Stanford University, 1981.
[10] B.-C.B. Hsiung, A case study on the behaviour of a deep excavation in sand, Comput. Geotech. 36 (2009), no. 4, 665–675.
[11] R.L. Mosher and V.R. Knowles, Finite element study of tieback wall for Bonneville navigation lock, Army Engineer Waterways Experiment Station Vicksburg MS Information Technology Lab, 1990.
[12] B. Mun and J. Oh, Hybrid soil nail, tieback, and soldier pile wall–case history and numerical simulation, Int. J. Geotech. Eng. 11 (2017), no. 1, 1–9.
[13] A.T. Papagiannakis, S. Bin-Shafique and R.L. Lytton, Retaining structures in expansive clays, Geotech. Geological Eng. 32 (2014), 1405–1414.
[14] P.A. Vermeer, A. Punlor and N. Ruse, Arching effects behind a soldier pile wall, Comput. Geotech. 28 (2001), no. 6-7, 379–396.