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Construction induced movements of in situ walls. In:ASCE specialty conference on design and performance of earth retainingstructures, Ithaca (NY); 1990. p. 439–70.[2] Bjerrum L, Clausen CJF, Duncan JM. Earth pressures on flexible structures-astate-of-the-art report. In: 5th European conference on soil mechanics andfoundation engineering, vol. 2, Madrid; 1972. p. 169–96.[3] Potts DM, Fourie AB. The behavior of a propped retaining wall: results of anumerical experiment. Geotechnique 1984;34(3):383–404.[4] Clough GW,Weber PR, Lamont J. Design and observation of a tie-back wall. In:ASCE specialty conference on performance of earth and earth supportedstructures, vol. 1, New York; 1972. p. 1367–90.[5] Smith IM, Boorman R. The analysis of flexible bulkheads in sands. Inst Civil Eng1974;57(2):413–36.[6] Hubbard HW, Potts DM, Miller D, Burland JB. Design of the retaining walls forthe M25 cut and cover tunnel at Bell Common. Geotechnique1984;34(4):495–512.[7] Potts DM, Fourie AB. The effect of wall stiffness on the behavior of a proppedretaining wall. Geotechnique 1985;35(3):347–52.[8] Desai CS, Muqtadir A, Scheele F. Interaction analysis of anchor-soil systems.ASCE J Geotech Eng 1986;112(5):537–53.[9] Day RA, Potts DM. Modelling sheet pile retaining walls. Comput Geotech1993;15(3):125–43.[10] Bose SK, Som NN. Parametric study of a braced cut by finite element method.Comput Geotech 1998;22(2):91–107. [11] Briaud JL, Lim Y. Tieback walls in sand: numerical simulation and designimplications. ASCE J Geotech Geoenviron Eng 1999;125(2):101–10.[12] Dawkins WP. Investigation of wall friction, surcharge loads, and momentreduction curves for anchored sheet pile walls. US Army Corps of Engineers,ERDC/ITL TR-01-4; 2001.[13] Grande L, Soreide OK, Tefera TH. Large scale model testing on the momentdistribution and deformation behaviour of a sheet pile wall. In: 2ndInternational conference on soil structure interaction in urban civilengineering, Zurich, Switzerland; 2002. p. 389–94.[14] Krabbenhoft K, Damkilde L, Krabbenhoft S. Ultimate limit state design of sheetpile walls by finite elements and nonlinear programming. Comput Struct2005;83(4 and 5):383–93.[15] Tan Y, Paikowsky SG. Performance of sheet pile wall in peat. ASCE J GeotechGeoenviron Eng 2008;134(4):445–58.[16] Rowe PW. Anchored sheet-pile walls. Inst Civil Eng 1952;1(1):27–70.[17] Rieke RD, Crowser JC, Schroeder WL. Bulkhead failure investigation andredesign. ASCE J Geotech Eng 1988;114(10):1110–25.[18] Sowers GB, Sowers GF. Failures of bulkhead and excavation bracing. Civil Eng1967;37(1):72–7.[19] Endley SN, Dunlap WA, Knuckey DM, Sreerama K. Performance of an anchoredsheet pile wall. In: GeoDenver 2000 Geotechnical Measurements – Lab andField, GSP No. 106. ASCE; 2000. p. 179–97.[20] US Navy. Naval Facilities Engineering Command (NAVFAC). Design manual,7.02. Foundations and earth structures. Virginia; 1986.[21] US Army Corps of Engineers. Design of sheet pile walls, EM 1110-2-2504,Washington (DC); 1994.[22] ASCE. Design of sheet pile walls. Technical engineering and design guides asadapted from the US Army Corps of Engineers, No. 15; 1996.[23] Kulhawy FH, Mayne PW. Manual on estimating soil properties for foundationdesign. Electric Power Research Institute EL-6800; 1990.[24] Bilgin Ö, Erten MB. Analysis of anchored sheet pile wall deformations. In:Contemporary topics in ground modification, problem soils, and geo-support(GSP 187). International foundation congress and equipment expo, Florida;2009. p. 137–44.[25] Brinkgreve RBJ et al., editors. PLAXIS 2D – version 8 usersmanual. Rotterdam: A.A. Balkema; 2006.[26] Hsiung B-CB. A case study on the behavior of a deep excavation in sand.Comput Geotech 2009;36(4):665–75.[27] Krajewski W, Edelmann L, Plamitzer R. Ability and limits of numericalmethods for the design of deep construction pits. Comput Geotech2001;28(6–7):425–44.[28] Rechea C, Levasseur S, Finno R. Inverse analysis techniques for parameteridentification in simulation of excavation support systems. Comput Geotech2008;35(3):331–45.[29] Tan Y, Lu Y. Parametric studies of DDC-induced deflections of sheet pile wallsin soft soils. Comput Geotech 2009;36(5):902–10.[30] Fan C-C, Luo J-H. Numerical study on the optimumlayout of soil–nailed slopes.Comput Geotech 2008;35(4):585–99.[31] Kulhawy FH, Trautmann CH, Beech, JF, O’Rourke TD, McGuire W. Transmissionline structure foundations for uplift-compression loading. Electric PowerResearch Institute EL-2870; 1983.[32] Neher HP, Lachler A. Numerical modeling of a diaphragm wall productionprocess in Rotterdam compared to monitoring data. In: Sixth Europeanconference on numerical methods in geotechnical engineering, Graz, Austria;2006. p. 417–22.[33] Bilgin Ö. Size effect analysis of full-scale floodwall tests using numericalmethods. In: Sixth international conference on physical modeling ingeotechnics, Hong Kong; 2006. p. 1389–93.