Tensile Force Distribution And Development Within Geogrid-Reinforced Retaining Wall

[1] AASHTO, LRFD bridge design specifications, customary U.S. unit 2012. American Association of State Highway and Transportation Officials, Washington, DC, USA, 2012. Search in Google Scholar

[2] HO, S. K.: A Numerical Investigation into the Behaviour of Reinforced Soil Walls. Thesis, Unive. of Western at Ontario, London,1993, https://ir.lib.uwo.ca/digitizedtheses/2298. Search in Google Scholar

[3] BATHURST, R. J. - HATAMI, K.: Seismic response analysis of a Geosynthetic-reinforced soil retaining wall. Geosynthetics International, Vol. 5, No. 1–2, 1998, pp. 127–166, doi: 10.1680/gein.5.0117. Search in Google Scholar

[4] ROWE, K. - HO, K. S.: Continuous panel reinforced soil walls on rigid foundation. Journal of Geotechnical and Geoenvironmental Engineering, 10.1061/ASCE10900241,1997,123:10(912), 912–920. Search in Google Scholar

[5] HAZA, E.: Geosynthetic reinforced structures, locally loaded at the head: experimentation and calculation method. These University of Joseph-Fourier – Grenoble I, France, 1997, https://tel.archives-ouvertes.fr/tel-00785909. Search in Google Scholar

[6] WAFA, D. - MOHAMED, S. - SOUHILA, A.: Numerical study of the behaviour of geosynthetic-reinforced soil retaining walls under a uniform surcharge. International Journal of Structural Engineering, Vol. 10, No. 2–2, 2020, pp. 139–149, https://doi.org/10.1504/IJSTRUCTE.2020.105632. Search in Google Scholar

[7] OUASSIM, R. - MABROUKI, A. - BENMEDDOUR, D. - MELLAS, M.: A numerical investigation into the behavior of geosynthetic-reinforced soil segmental retaining walls. International Journal of Geotechnical Engineering, Vol. 10, No. 5, 2016, pp. 435–444, http://dx.doi.org/10.1080/19386362.2016.1158443. Search in Google Scholar

[8] YANG, K. H. - UTOMO, P. - LIU, T. L.: Evaluation of force-equilibrium and deformation based design approaches for predicting reinforcement loads within geosynthetic reinforced soil structures. Journal of GeoEngineering, 8, (2), 2013, 41–54. Search in Google Scholar

[9] LABOUDI, K. - RAHMOUNI, O. - LABED, M.: Numerical and Analytical Analysis of the Surcharge Application Distance influence on the Behavior of Reinforced Soil Retaining Wall. Indian Geotech J, 2022, https://doi.org/10.1007/s40098-022-00680-6. Search in Google Scholar

[10] MARIANO, L. R. - MIRMORAD, S. H. - EHRLICH, M.: Evaluation of the effect of surcharge on the behavior of geosynthetic-reinforced soil walls. Transportation Geotechnics Journal, Vol. 31, 100634, 2021, https://doi.org/10.1016/j.trgeo.2021.100634. Search in Google Scholar

[11] MIRMORADI, S. H. - EHRLICH, M.: Experimental evaluation of the effects of surcharge width and location on geosynthetic-reinforced soil walls. International Journal of Physical Modelling in Geotechnics, Vol, 19, Iss. 1, 2019, pp. 27-36, https://doi.org/10.1680/jphmg.16.00074. Search in Google Scholar

[12] SULOVSKA, M. - STACHO, J.: Analysis of geogrid reinforced structures with a passive facing system using different computational methods. Civil and Environmental Engineering, Vol. 17, Iss. 2, 2021, pp. 500-512, doi: https://doi.org/10.2478/cee-2021-0052. Search in Google Scholar

[13] Plaxis 2D: Plaxis finite element code for soil and rock analysis manual. Delft University of Technology and Plaxis, Delft, the Netherlands, 2004. Search in Google Scholar

[14] YANG, K. H. - ZORNBERG, J. G. - LIU, C. N. - LIN, H. D.: Stress distribution and development within geosynthetic-reinforced soil slopes. Geosynthetics International, 19(1), 2012, 62-78, https://doi:10.1680/gein.2012.19.1.62. Search in Google Scholar

[15] VIEIRA, C. S. - LOPES, M. L. - CALDEIRA, L. M.: Influence of facing panel rigidity on performance of reinforced soil retaining walls: a numerical study. Proceedings of the 4th european geosynthetics conference, 2008, 244 p., Edimburg. Search in Google Scholar

[16] ZORNBERG, J. G. - ARRIAGA, F.: Strain distribution within geosynthetic-reinforced slopes. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 131, No. 2, 2003, 141–150. Search in Google Scholar

[17] WOODRUFF, R.: Centrifuge Modeling of MSE-Shoring Composite Walls. Thesis, University of Colorado, Boulder, 2003. Search in Google Scholar

[18] YANG, K. H. - ZORNBERG, J. G. - HUNG, W. Y. - LAWSON, C. R.: Location of Failure Plane and Design Considerations for Narrow GRS Wall Systems. Journal of Geo Engineering, Vol. 6, No. 1, April, 2011, pp. 27-40. Search in Google Scholar