DOI QR코드

DOI QR Code

Model studies on polymer strip reinforced soil retaining walls

  • Kahyaoglu, Mehmet R. (Department of Civil Engineering, Faculty of Engineering, Mugla Sitki Kocman University) ;
  • Sahin, Mehmet (Ministry of Youth and Sports-General Directorate of Investment and Enterprises)
  • Received : 2020.09.07
  • Accepted : 2021.05.19
  • Published : 2021.06.10

Abstract

Polymer strip (PS) reinforced soil retaining walls (RSRW) are in common use due to the associated construction speed, ease of use, aesthetic appeal and low cost. It is quite significant to estimate the deformation behavior of this types of walls before construction. In this study, firstly, a full-scale field model of PS-RSRW was constructed and instrumented. According to the experimental result, the maximum measured displacements occurred at 30% of the height down from the top of the wall. The maximum tensile loads in the reinforcements were measured at a distance of 40% of the wall height from the face of the wall. Then, a two-dimensional (2D) finite element method (FEM) model was established and calibrated with experimental data from the field model. The predicted displacements of the wall facing showed reasonable agreement with the measured deformations. The reinforcement loads calculated from the validated FEM model were also compared with theoretical methods. Finally, RSRW having different heights were numerically modeled with various combinations of materials utilized for filling and reinforcement. The effects of parameters such as wall height (H), reinforcement length (L) and reinforcement interval (Sv) on the horizontal wall displacement and on the reinforcement loads are investigated through parametric analyses.

Keywords

Acknowledgement

The study was supported with funding from Mugla Sitki Kocman University Scientific Research Project Coordinatorship with Project Code: 14-057. The financial support from the Coordinatorship is gratefully acknowledged. The authors would like to thank East Insaat ve Dis Ticaret Corp., which provided project management and civil engineering services for polymer strip reinforced soil walls at the site.

References

  1. AASHTO (2002), Standard Specifications for Highway Bridges, 17th Edition, American Association of State Highway and Transportation Officials, Washington, D.C., U.S.A.
  2. Abdelouhab, A., Dias, D. and Freitag, N. (2011), "Numerical analysis of the behavior of mechanically stabilized earth walls reinforced with different types of strips", Geotext. Geomembranes, 29(2), 116-129. https://doi.org/10.1016/j.geotexmem.2010.10.011.
  3. Allen, T.M. and Bathurst, R.J. (2002), "Soil reinforcement loads in geosynthetic walls at working stress conditions", Geosynth. Int., 9(11), 525-566. https://doi.org/10.1680/gein.9.0227.
  4. Allen, T.M. and Bathurst, R.J. (2014), "Design and performance of 6.3-m-high, block-faced geogrid wall designed using K-stiffness method", J. Geotech. Geoenviron. Eng., 140(2), 04013016. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001013.
  5. Allen, T.M. and Bathurst, R.J. (2015), "Improved simplified method for prediction of loads in reinforced soil walls", J. Geotech. Geoenviron. Eng., 141(11), 04015049. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001355.
  6. Allen, T.M. and Bathurst, R.J. (2018), "Application of the simplified stiffness method to design of reinforced soil walls", J. Geotech. Geoenviron. Eng., 144(5), 04018024. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001874.
  7. Altunbas, A., Soltanbeigi, B. and Cinicioglu, O. (2017), "Determination of active failure surface geometry for cohesionless backfills", Geomech. Eng., 12(6), 983-1001. https://doi.org/10.12989/gae.2017.12.6.983.
  8. Balaban, E. and Onur, M.I. (2018), "Comparison of behavior of basal reinforced piled embankment with two layer of reinforcement", Geomech. Eng., 16(3), 233-245. https://doi.org/10.12989/gae.2018.16.3.233
  9. Bathurst, R.J., Miyata, Y., Nernheim, A. and Allen, T.M. (2008), "Refinement of K-stiffness method for geosynthetic reinforced soil walls", Geosynth. Int., 15(4), 269-295. https://doi.org/10.1680/gein.2008.15.4.269.
  10. Bathurst, R.J., Nernheim, A., Walters, D.L, Allen, T.M., Burgess, P. and Saunders, D.D. (2009), "Influence of reinforcement stiffness and compaction on the performance of four geosynthetic-reinforced soil walls", Geosynth. Int., 16(1), 43-59. https://doi.org/10.1680/gein.2009.16.1.43.
  11. Bathurst, R.J., Walters, D., Vlachopoulos, N., Burgess, P. and Allen, T.M. (2000), "Full scale testing of geosynthetic reinforced walls", Proceedings of Geo-Denver, Denver, Colorado, U.S.A., August.
  12. Bilgin, O. and Mansour, E. (2014), "Effect of reinforcement type on the design reinforcement length of mechanically stabilized earth walls", Eng. Struct., 59, 663-673. https://doi.org/10.1016/j.engstruct.2013.11.013.
  13. Bourgeois, E., Soyez, L. and Le Kouby, A. (2011), "Experimental and numerical study of the behavior of a reinforced-earth wall", Comput. Geotech., 38, 515-525. https://doi.org/10.1016/j.compgeo.2011.02.017.
  14. Castorina, S.V., Lopes, M.L. and Caldeira, L. (2015), "Sand-Nonwoven geotextile interfaces shear strength by direct shear and simple shear tests", Geomech. Eng., 9(5), 601-618. https://doi.org/10.12989/gae.2015.9.5.601.
  15. Christopher, B., Gill, S., Giroud, J.P., Juran, I., Schlosser, F., Mitchell, J.K. and Dunnicliff, J. (1990), Reinforced Soil Structure-Design and Construction Guideline, Federal Highway Administration, Washington, D.C., U.S.A.
  16. Collin, J. (1997), Design Manual for Segmental Retaining Walls, (2nd Edition), National Concrete Masonry Association (NCMA), Virginia, U.S.A.
  17. Cristelo, N., Felix, C., Lopes, M.L. and Dias, M. (2016), "Monitoring and numerical modelling of an instrumented mechanically stabilised earth wall", Geosynth. Int., 23(1), 48-61. https://doi.org/10.1680/jgein.15.00032.
  18. Damians, I.P., Bathurst, R.J., Josa, A. and Lloret, A. (2015), "Numerical analysis of an instrumented steel-reinforced soil wall", Int. J. Geomech., 15(1), 1-15. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000394.
  19. Ehrlich, M. and Mirmoradi, S.H. (2013), "Evaluation of the effects of facing stiffness and toe resistance on the behavior of GRS walls", Geotext. Geomembranes, 40, 28-36. https://doi.org/10.1016/j.geotexmem.2013.07.012
  20. Elias, V., Christopher, B.R. and Berg, R.R. (2001), Mechanically Stabilized Earth Walls and Reinforced Soil Slopes-Design and Construction Guidelines, Federal Highway Administration, Washington, D.C., U.S.A.
  21. Elias, V. and Christopher, B.R. (1996), Mechanically Stabilized Earth Walls and Reinforced Soil Slopes-Design and Construction Guidelines, Federal Highway Administration, Washington, D.C., U.S.A.
  22. Fattah, M.Y., Yousif, M.A. and Salim, H.D. (2009), "Finite element analysis of reinforced earth walls", J. Eng. Sustain. Develop., 13(3), 87-108.
  23. Guler, E. (2006), "Geosentetik donatili istinat duvari bir sartname taslagi", Ikinci Ulusal Geosentetikler Konferansi, Istanbul, Turkiye, November.
  24. Hatami, K. and Bathurst, R.J. (2005), "Development and verification of a numerical model for the analysis of geosynthetic-reinforced soil segmental walls under working stress conditions", Can. Geotech. J., 42(4), 1066-1085. https://doi.org/10.1139/t05-040.
  25. Horpibulsuk, S., Suksiripattanapong, C., Niramitkornburee, A., Chinkulkijniwat, A. and Tangsutthinon, T. (2011), "Performance of an earth wall stabilized with bearing reinforcements", Geotext. Geomembranes, 29(5), 514-524. https://doi.org/10.1016/j.geotexmem.2011.05.002.
  26. Holtz, R.D., Christopher, B.R. and Berg, R.R. (1997), Geosynthethic Engineering, Bi-Tech Publishers Ltd, Richmond, British Columbia, Canada.
  27. Holtz, R.D. and Lee, W.F. (2002), "Internal stability analyses of geosynthetic reinforced retaining walls", Research Report Agreement No. T9903, Task 95 Geosynthetic Reinforcement III; Washington State Transportation Commission Department of Transportation and in cooperation with U.S. Department of Transportation Federal Highway Administration, Washington, U.S.A.
  28. Huang, B., Bathurst, R.J. and Hatami, K. (2009), "Numerical study of reinforced soil segmental walls using three different constitutive soil models", J. Geotech. Geoenviron. Eng., 135(10), 1486-1497. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000092.
  29. Jones, C.J.F.P. (1996), Earth Reinforcement and Soil Structures, Thomas Telford Ltd., London, U.K.
  30. Kaya, T. (2007), "Behavior of reinforced earth structures under earthquakes", M.Sc. Thesis, Bogazici University, Istanbul, Turkey.
  31. Kayadelen, C., Onal, T.O. and Altay, G. (2018), "Experimental study on pull-out response of geogrid embedded in sand", Measurement, 117, 390-396. https://doi.org/10.1016/j.measurement.2017.12.024.
  32. Kibria, G., Hossain, S. and Khan M.S. (2014), "Influence of soil reinforcement on horizontal displacement of MSE wall", Int. J. Geomech., 14(1), 5-8. https://doi.org/10.1061/(ASCE)GM.1943- 5622.0000297.
  33. Kim, S. and Won, M.S. (2005), "Deformation behaviors and finite element analyses of geosynthetic reinforced soil walls", KSCE J. Civ. Eng., 9(5), 363-369. https://doi.org/10.1007/BF02830627.
  34. Kongkitkul, W., Tatsuoka, F., Kawahata, S., Hirakawa, D., Sugimoto, T. and Ito, M. (2010), "Time histories of tensile force in geogrid arranged in two full-scale high walls", Geosynth. Int., 17(1), 12-32. https://doi.org/10.1680/gein.2010.17.1.12.
  35. Lee, K.L, Adams, B.D. and Vaneron J.J. (1973), "Reinforced earth retaining walls", J. Soil Mech. Found Div., 99(10), 745-764. https://doi.org/10.1061/JSFEAQ.0001931.
  36. Liu, H., Yang, G., Wang, H. and Xiong, B. (2017), "A large-scale test of reinforced soil railway embankment with soil bag facing under dynamic loading", Geomech. Eng., 12(4), 579-593. https://doi.org/10.12989/gae.2017.12.4.579
  37. Leshchinsky, D. and Han, J. (2004), "Geosynthetic reinforced multitiered walls", J. Geotech. Geoenviron. Eng., 130(12), 1225. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:12(1225).
  38. Mahmood, T. (2009), "Failure analysis of a mechanically stabilized earth (MSE) wall using finite element program Plaxis", M.Sc. Thesis, Arlington Texas University, Arlington, U.S.A.
  39. Mendonca A., Lopes, M. and Pinho-Lopes, M. (2003), "Construction and post-construction behaviour of a geogrid-reinforced steep slope", Geotech. Geol. Eng., 21(2), 129-147. https://doi.org/10.1023/A:1023504415859.
  40. Ouria, A., Toufigh, V., Desai, C., Toufigh, V. and Saadatmanesh, H. (2016), "Finite element analysis of a CFRP reinforced retaining wall", Geomech. Eng., 10(6), 757-774. https://doi.org/10.12989/gae.2016.10.6.757.
  41. Plaxis (2012), Material Models Manual, Delft University of Technology, Delft, The Netherlands.
  42. Plaxis 2D (2004), Plaxis finite element code for soil and rock analysis manual, Delft University of Technology and Plaxis, Delft, The Netherlands.
  43. Perkins, S.W. and Lapeyre, J.A. (1997), "In-isolation strain measurement of geosynthetics in wide-width strip tension test", Geosynth. Int., 4(1),11-32. https://doi.org/10.1680/gein.4.0086.
  44. Riccio, M., Ehrlich, M. and Dias, D. (2014), "Field monitoring and analyses of the response of a block-faced geogrid wall using fine grained tropical soils", Geotext. Geomembranes, 42(2), 127-138. https://doi.org/10.1016/j.geotexmem.2014.01.006.
  45. Salem, M.A., Hammad, M.A. and Amer, M.I. (2018), "Field monitoring and numerical modeling of 4.4 m-high mechanically stabilized earth wall", Geosynth. Int., 25(5), 545-559. https://doi.org/10.1680/jgein.18.00027.
  46. Sawicki, A. (2000), Mechanics of Reinforced Soil, CRC Press, Brookfield, Vermont, U.S.A.
  47. Seed, H.B. and Whitman, R.V. (1970), "Design of earth retaining structures for dynamic loads", Proceedings of the Speciality Conference on Lateral Stresses and Earth Retaining Structures, Ithaca, New York, U.S.A., June.
  48. Segrestin, P. and Bastick, M.J. (1988), "Seismic design of reinforced earth retaining walls: the contribution of finite element analysis", Proceedings of the International Symposium on Theory and Practice of Earth Reinforcement, Kyushu, Japan, October.
  49. Song, F. and Tian, Y. (2019), "Three-dimensional numerical modelling of geocell reinforced soils and its practical application", Geomech. Eng., 17(1), 1-9. https://doi.org/10.12989/gae.2019.17.1.001.
  50. Vidal, H. (1969), "The principal of reinforced earth", Highway Eng. Rec., 282, 1-16.
  51. Vieira, C.S., Lopes, M.D.L. and Caldeira, L.M. (2011), "Earth pressure coefficients for design of geosynthetic reinforced soil structures", Geotex. Geomembranes, 29(5), 491-501. https://doi.org/10.1016/j.geotexmem.2011.04.003.
  52. Walters, D.L., Allen, T.M., and Bathurst, R.J. (2002), "Conversion of geosynthetic strain to load using reinforcement stiffness", Geosynth. Int., 9(5-6), 483-523. https://doi.org/10.1680/gein.9.0226.
  53. Won, M.S. and Kim, Y.S (2006), "Application of strain gauges to measure nonwoven geotextile deformation in reinforced soil wall. In J. Kuwano and J. Koseki (Eds.)", Proceedings of the 8th International Conference on Geosynthetics, Yokohama, Japan, September.
  54. Whitcomb, W. and Bell, J.R. (1979), "Analysis techniques for low reinforced soil retaining walls and comparison of strip and sheet reinforcements", Proceedings of the 17th Engineering Geology and Soil Engineering Symposium, Moscow, Russia, April.
  55. Yang, G., Liu, H., Liu, P. and Zhang, B. (2012), "Geogrid-reinforced lime-treated cohesive soil retaining wall: Case study and implications", Geotext. Geomembranes, 35, 112-118. https://doi.org/10.1016/j.geotexmem.2012.09.001.
  56. Yang, G., Liu, H., Liu, Zhou, Y.T. and Xiong, B.L. (2014), "Post-construction performance of a two-tiered geogrid reinforced soil wall backfilled with soil-rock mixture", Geotext. Geomembranes, 42(2), 91-97. http://doi.org/10.1016/j.geotexmem.2014.01.007.
  57. Yang, K.H., Utomo, P. and Liu, T.L. (2013), "Evaluation of force-equilibrium and deformation-based design approaches for predicting reinforcement loads within geosynthetic reinforced soil structures", J. GeoEng., 8(2), 41-54. https://doi.org/10.6310/jog.2013.8(2).2.
  58. Yu, Y., Bathurst, R.J. and Miyata, Y. (2015), "Numerical analysis of a mechanically stabilized earth wall reinforced with steel strips", Soils Foundati, 55(3), 536-547. https://doi.org/10.1016/j.sandf.2015.04.006.
  59. Yu, Y., Bathurst, R.J. and Allen, T.M. (2016), "Numerical modelling of the SR-18 geogrid reinforced modular block retaining walls", J. Geotech. Geoenviron. Eng., 142(5), 04016003. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001438.