Open Access
Issue
BIO Web Conf.
Volume 97, 2024
Fifth International Scientific Conference of Alkafeel University (ISCKU 2024)
Article Number 00101
Number of page(s) 10
DOI https://doi.org/10.1051/bioconf/20249700101
Published online 05 April 2024
  • K. Terzaghi, “General wedge theory of earth pressure,” Transactions, ASCE, vol. 106, pp. 68–97, 1941. [Google Scholar]
  • A.J. Al-Taie, “Earth pressure acting on the cantilever embedded retaining wall in multilayer soil,” in the 1st Basrah International Conference on Civil Engineering, B.I.CCE-01), Iraq, 2013. [Google Scholar]
  • Y. Lu, W. Sun, H. Yang, J. Jiang, L. Lu, “A new calculation method of force and displacement of retaining wall and slope,” Appl. Sci., vol. 13, pp. 5806, 2023, https://doi.org/10.3390/app13095806 [CrossRef] [Google Scholar]
  • A.J. Al-Taie, A.A. Mohammed, “A view plan sheet pile: design chart for cantilever retaining wall construction for active and passive earth pressure in Baghdad soil,” International Journal of Advances in Applied Sciences, vol. 3, no. 2, pp. 95–103, 2014. [Google Scholar]
  • A. Kayabekir, Z. Arama, G. Bekdaş, I. Dalyan, “L-shaped reinforced concrete retaining wall design: cost and sizing optimization,” Challenge, J. of Structural Mechanics, vol. 6, no. 3, pp. 140–149, 2020, https://doi.org/10.20528/cjsmec.2020.03.005 [CrossRef] [Google Scholar]
  • G.P. Tsinker, “Gravity-Type Quay Walls,”, in Handbook of Port and Harbor Engineering, Springer, Boston, MA, 1997. [CrossRef] [Google Scholar]
  • M. Ahmed, A. Al-Taie, “A systematic review of factors controlling the acceptability of earth-retaining structures selection,” AIP Conf. Proc. 2024 [Google Scholar]
  • C. Clayton, R. Woods, A. Bond; “Milititsky, Earth Pressure and Earth Retaining Structures,” Third Edition, Taylor & Francis Group, LLC, 2013. [Google Scholar]
  • J. Bowles, “Foundation Analysis and Design,” 5th edition Mc Graw-Hill Book Company Inc. New York, 1996. [Google Scholar]
  • A. Rouili, “Design of rigid L shaped retaining walls,” Int. J of Civil and Environmental Eng., vol. 7, no. 12, pp. 908–911, 2013. [Google Scholar]
  • B. Das, N. Sivakugan, “Principles of Foundation Engineering,” 9th edition, Cengage Learning, Inc. USA, 2019. [Google Scholar]
  • J. Briaud, “Geotechnical Engineering: Unsaturated and Saturated Soils,” Second Edition, John Wiley & Sons, Inc, 2023. [Google Scholar]
  • T. Sasidhar, D. Neeraja, V. Sudhindra, “Application of genetic algoritm technique for optimizing design of reinforced concrete retaining wall,” International Journal of Civil Engineering and Technology, vol. 8, no. 5, pp. 999–1007, 2017. [Google Scholar]
  • A. Bond, A. Harris, “Decoding Eurocode 7,” Taylor & Francis group, 2008. [Google Scholar]
  • N. Nam, N. Thao, “Effect of soil models on the deformation and pressures on cantilever retaining walls,” Geotechnics for Sustainable Development - Geotec Hanoi, Phung (edt). Construction Publisher, 2013. [Google Scholar]
  • H. Brooks, “Basics of Retaining Wall Design,” 8th edition, HB Publication Inc, 2010. [Google Scholar]
  • T. O’Neal, D. Hagerty, “Earth pressures in confined cohesionless backfill against tall rigid walls-a case history,” Can. Geotech. J., vol. 48, pp. 1188–1197, 2011. https://doi.org/10.1139/T11-033 [CrossRef] [Google Scholar]
  • W. Powrie, R. Chandler, “The influence of a stabilizing platform on the performance of an embedded retaining wall: a finite element study,” Geotechnique, vol. 48, pp. 403–409, 1998. [CrossRef] [Google Scholar]
  • M. Daly, W. Powrie, “A centrifuge and analytical study of stabilizing base retaining walls,” Transport Research Laboratory, T.R.L report 387, 1999. [Google Scholar]
  • J. Oliphant, “The outline design of earth retaining walls,” Ground Engineering Journal, 9, pp. 5358, 1997. [Google Scholar]
  • A. Kumar, A. Parihar, “Design and life cycle assessment of retaining wall with used foundry sand as backfill,” Geo-Congress, G.S.P, vol. 339, pp. 55–63, 2023. [Google Scholar]
  • Y. Huang, C. Huang, S. Chen, W. Lin, The world wide web and the databases for retaining wall design. Adv. Eng. Software 30(9) (1999) 799–808. [CrossRef] [Google Scholar]
  • A. Kaveh, A. Abadi, “Harmony search based algorithms for the optimum cost design of reinforced concrete cantilever retaining walls,” Int. J. Civil Eng. vol. 9, pp. 1–8, 2010 [Google Scholar]
  • C. Camp, A. Akin, “Design of retaining walls using big bang-big crunch optimization,” J. Struct. Eng., vol. 138, pp 438–448, 2012. [CrossRef] [Google Scholar]
  • A. Goh, “Behavior of cantilever retaining walls,” J. Geotech. Eng., 119, pp. 1751–1770, 1993. [Google Scholar]
  • H. Kamiloglu, E. Sadoglu, “A method for active seismic earth thrusts of granular backfill acting on cantilever retaining walls,” Soils and Foundations, vol. 59, pp. 419–432, 2019, https://doi.org/10.1016/j.sandf.2018.12.003 [CrossRef] [Google Scholar]
  • F. Chen, H. Chen, L. Xu, L. Lin, “Seismic pseudo-static active earth pressure of narrow granular backfill against an inverted T-type retaining wall under translational mode,” Soil Dynamics and Earthquake Engineering, vol. 152, pp. 107018, 2022. [CrossRef] [Google Scholar]
  • V. Murthy, “Geotechnical Engineering: Principles and Practices of Soil Mechanics and Foundation Engineering,” Marcel Dekker, Inc, New York, 2003. [Google Scholar]
  • W. Teng, “Foundation Design,” Prentice Hall, London, 1962. [Google Scholar]
  • A. Barghouthi, “Active earth pressure on walls with base projection,” J. Geotech. Eng., vol. 116, pp. 1570–1575, 1990. [CrossRef] [Google Scholar]
  • V. Greco, “Active earth thrust on cantilever walls with short heel,” Can. Geotech. J., vol. 38, pp. 401–409, 2001. [CrossRef] [Google Scholar]
  • V. Greco, “Analytical active earth thrust on cantilever walls with short heel,” Can. Geotech. J., vol. 45, pp. 1649–1658, 2008. [CrossRef] [Google Scholar]
  • A. Santolo, A. Evangelista, “Dynamic active earth pressure on cantilever retaining walls,” Computers and Geotechnics, vol. 38, pp. 1041–1051, 2011, https://doi.org/10.1016/j.compgeo.2011.07.015 [CrossRef] [Google Scholar]
  • A. Al-Taie, M. Ahmed, “Reviewing critical factors controlling the modeling and design of earth retaining structures,” in the 18th International Middle Eastern Simulation and Modelling Conference 2023, MESM 2023, 2023. [Google Scholar]
  • H. Kamiloglu, E. Sadoglu, “Active earth thrust theory for horizontal granular backfill on a cantilever wall with a short heel,” Int. J. Geomech., vol. 17, 2017, https://doi.org/10.1061/(ASCE)GM.1943-5622.0000886 [CrossRef] [Google Scholar]
  • H. Kamiloglu, E. Sadoglu, “Experimental examination of active and passive wedge in backfill soil of model cantilever retaining walls,” Int. J. Struct. Anal. Des., pp. 96–100, 2014. [Google Scholar]
  • H. Kamiloglu, E. Sadoglu, “Experimental and theoretical investigation of short-and long-heel cases of cantilever retaining walls in active state,” Int. J. Geomech., vol. 19, pp. 04019023, 2019, https://doi.org/10.1061/(ASCE)GM.1943-5622.0001389 [CrossRef] [Google Scholar]
  • A.J. Al-Taie, M.D. Ahmed, “A Critical review of soil models and factors affecting earth retaining structures design,” Jurnal Kejuruteraan (Journal of Engineering), vol. 36, no. 3, 2024. [Google Scholar]
  • A.J. Al-Taie, Y. Al-Shakarchi, A. Mohammed, “Investigation of geotechnical specifications of sand dune soil: a case study around Baiji in Iraq,” IIUM Engineering Journal, vol. 14, no. 2. Pp. 121–132, 2013. [Google Scholar]
  • A.J. Al-Taie, Y. Al-Shakarchi, “Shear strength, collapsibility and compressibility characteristics of compacted Baiji dune soils,” Journal of Engineering Science and Technology, vol. 12, no. 3, pp. 767–779, 2017. [Google Scholar]
  • A.J. Al-Taie, A. Al-Obaidi, M. Alzuhairi, “Utilization of depolymerized recycled polyethylene terephthalate in improving poorly graded soil,” Transp Infrastruct Geotech, vol. 7, pp. 206–223, 2020. [CrossRef] [Google Scholar]
  • M. Elman, C. Terry, “Retaining walls with sloped base,” Journal of Geotechnical Engineering, vol. 113, pp. 1048–1054, 1987. [CrossRef] [Google Scholar]
  • M. Elman, C. Terry, “Retaining walls with sloped heel,” Journal of Geotechnical Engineering, vol. 114, pp. 1194–1199, 1988. [CrossRef] [Google Scholar]
  • R. Holtz, W. Kovacs, T. Sheahan, “An Introduction to Geotechnical Engineering,” 3rd Edition, Pearson Education, Inc, Hoboken, 2023. [Google Scholar]
  • Y. Djerbib, C. Hird, M. Touahmia, “Centrifugal model tests of uniform surcharge loading on L-shaped retaining walls,” 15th International Conference on Soil Mechanics and Foundation Engineering, Istanbul, pp. 1137–1140, 2001. [Google Scholar]
  • G. Gazetas, P. Psarropoulos, I. Anastasopoulos, N. Gerolymos, “Seismic behaviour of flexible retaining systems subjected to short-duration moderately strong excitation,” Soil Dynamics and Earthquake Engineering, vol. 24, pp. 537–550, 2004. [CrossRef] [Google Scholar]
  • H. Gao, Y. Hu, Z. Wang, C. Wang, G. Chen, “Shaking table tests on the seismic performance of a flexible wall retaining EPS composite soil,” Bull Earthquake Eng., vol. 15, pp. 5481–5510, 2017, https://doi.org/10.1007/s10518-017-0189-4 [CrossRef] [Google Scholar]
  • BS 8002, Code of Practice for Earth Retaining Structures, 1994. [Google Scholar]
  • IS 1893-1, Criteria for Earthquake Resistant Design of structures. (Part 3) bridges and retaining walls. India, 2002. [Google Scholar]
  • EN 1998-5. - Eurocode 8: Design of Structures for Earthquake Resistance - Part 5: Foundations, retaining Structures and Geotechnical Aspects, Eurocode 8, 2004. [Google Scholar]
  • D. Anderson, G. Martin, I. Lam, J. Wang, “Seismic Analysis and Design of Retaining Walls, Buried Structures, Slopes, and Embankments,' NCHRP, 2008. [Google Scholar]
  • J. Bray, T. Travasarou, J. Zupan, “Seismic displacement design of earth retaining structures,” in Earth Retention Conference, pp. 638–655, 2010. [CrossRef] [Google Scholar]
  • P. Jadhav, A. Prashant, “Double wedge model for computing seismic sliding displacements of cantilever retaining walls,' Soil Dynamics and Earthquake Engineering, vol. 116, pp. 570–579, 2019. [CrossRef] [Google Scholar]
  • FHWA: Federal Highway Administration, Geotechnical Earthquake Engineering, Pub. No. FHWA HI-99-012, De, 1998. [Google Scholar]
  • AASHTO: American Association of State Highway and Transportation Officials, AASHTO LRFD Bridge Design Specifications, U.S. Units. 4th E, 2007. [Google Scholar]
  • S. Okamoto, “Introduction to Earthquake Engineering,” 2nd Ed., Wiley, NY, 1984. [Google Scholar]
  • S. Jo, J. Ha, J. Lee, D. Kim, “Seismic earth pressures on inverted T-shape retaining structures via dynamic centrifuge testing; 2014. [Google Scholar]
  • R. Geraili Mikola, G. Candia, N. Sitar, “Seismic earth pressures on retaining structures and basement walls in cohesionless soils,” J Geotech Geoenviron Eng., vol. 142, pp. 04016047, 2014. [Google Scholar]
  • R. Whitman, S. Liao, “Seismic Design of Gravity Retaining Walls, US Army Engr,” Waterways Experiment Sta., Misc. Paper, G.L.-85-1, 1985 [Google Scholar]
  • L. Al Atik, N. Sitar, “Seismic earth pressures on cantilever retaining structures,” J. of Geotechnical & Geoenvironmental Engineering, vol. 136, 2010, https://doi.org:10.1061/(ASCE)GT.1943-5606.0000351 [Google Scholar]
  • M. Garavand, H. Bahareh, “Failures of retaining wall structures due to earthquake,” in 7th International Conference on Case Histories in Geotechnical Engineering, Chicago, 2013. [Google Scholar]
  • M. Badr, “Numerical study for improve performance of retaining structures under earthquake loadings in sandy soils” MSc Thesis, Al-Nahrain University, Iraq, 2023 [Google Scholar]

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