Design graphs to estimate reduction factor of nonwoven geotextiles due to installation process

References

• Allen, T. M., & Bathurst, R. J. (1994). Characterization of geosynthetic load-strain behavior after installation damage. Geosynthetics International, 1, 181–199.10.1680/gein.1.0008
   Google Scholar
• American Association of State Highway and Transportation Officials. (2008). Standard Specification for Geotextile Specification for Highway Applications. Virginia, VA, USA: AASHTO M288–08.
   Google Scholar
• American Society for Testing and Materials. (2015). Standard Test Method for Grab Breaking Load and Elongation of Geotextiles. ASTM D4632–15.
   Google Scholar
• Becker, L. D. B., & Da silva Nunes, A. L. L. (2015). Influence of soil confinement on the creep behavior of geotextiles. Geotextiles and Geomembranes, 43, 351–358.10.1016/j.geotexmem.2015.04.009
   Web of Science ®Google Scholar
• Carlos, D. M., Pinho-Lopes, M., Carneiro, J. R., & Lopes, M. L. (2015). Effect of soil grain size distribution on the mechanical damage of nonwoven geotextiles under repeated loading. International Journal of Geosynthetics and Ground Engineering, 1–9.
   Google Scholar
• Costa, C. M. L., Zornberg, J. G., Bueno, B. D. C., & Costa, Y. D. J. (2016). Centrifuge evaluation of the time-dependent behavior of geotextile-reinforced soil walls. Geotextiles and Geomembranes, 44, 188–200.10.1016/j.geotexmem.2015.09.001
   Web of Science ®Google Scholar
• Berg, R. R., Christopher, B. R., & Samtani, N. C. (2009). Design of mechanically stabilized earth walls and reinforced soil slopes, Vol. 1: FHWA NHI-10-024. Washington, DC: Federal Highway Administration.
   Google Scholar
• Elias, V. (2001). Corrosion/degradation of soil reinforcements for mechanically stabilized earth walls and reinforced soil slopes, FHWA-NHI-00-044. Washington, DC: Federal Highway Administration.10.1680/gein.6.0145
   Google Scholar
• Elvidge, C. B., & Raymond, G. P. (1999). Laboratory survivability of nonwoven geotextiles on open-graded crushed aggregate. Geosynthetics International, 6, 93–117.10.1680/gein.6.0145
   Web of Science ®Google Scholar
• Greenwood, J. H., & Brady, K. C. (1992). Geotextiles in aggressive soils. Construction and Building Materials, 6, 15–18.10.1016/0950-0618(92)90022-Q
   Google Scholar
• Holtz, R. D., Christopher, B. R., & Berg, R. R. (1998). Geosynthetic design and construction guidelines. FHWA-HI-95-038. Washington, DC: Federal Highway Administration.
   Google Scholar
• Hosseinpour, I., Almeida, M. S. S., & Riccio, M. (2015). Full-scale load test and finite-element analysis of soft ground improved by geotextile-encased granular columns. Geosynthetics International, 22, 428–438.10.1680/jgein.15.00023
   Web of Science ®Google Scholar
• Hufenus, R., Rüegger, R., Flum, D., & Sterba, I. J. (2005). Strength reduction factors due to installation damage of reinforcing geosynthetics. Geotextiles and Geomembranes, 23, 401–424.10.1016/j.geotexmem.2005.02.003
   Web of Science ®Google Scholar
• Koerner, G. R., & Koerner, R. M. (1990). The installation survivability of geotextiles and geogrids. Fourth International Conference on Geotextiles, Geomembranes and Related Products, (pp. 597–602), Den Haag.
   Google Scholar
• Mendes, M. J. A., Palmeira, E. M., & Matheus, E. (2007). Some factors affecting the in-soil load–strain behaviour of virgin and damaged nonwoven geotextiles. Geosynthetics International, 14, 39–50.10.1680/gein.2007.14.1.39
   Web of Science ®Google Scholar
• Nikbakht, M., & Diederich, R. (2008). The energy potential and its integration in the national European specification. Foundations of Civil and Enviromental Engineering, 41–53.
   Google Scholar
• Pinho-Lopes, M., & Lopes, M. L. (2013). Tensile properties of geosynthetics after installation damage. Enviromental Geotechnics, 1, 161–178.
   Web of Science ®Google Scholar
• Portelinha, F. H. M., Bueno, B. S., & Zornberg, J. G. (2013). Performance of nonwoven geotextile-reinforced walls under wetting conditions: Laboratory and field investigations. Geosynthetics International, 20, 90–104.10.1680/gein.13.00004
   Web of Science ®Google Scholar
• Portelinha, F. H. M., Zornberg, J. G., & Pimentel, V. (2014). Field performance of retaining walls reinforced with woven and nonwoven geotextiles. Geosynthetics International, 21, 270–284.10.1680/gein.14.00014
   Web of Science ®Google Scholar
• Richardson, G. N. (1998). Field evaluation of geosynthetic survivability in aggregate road base. Geotechnical Fabrics Report, 16, 34–38.
   Google Scholar
• Rosete, A., Mendonça Lopes, P. M., Pinho-Lopes, M., & Lopes, M. L. (2013). Tensile and hydraulic properties of geosynthetics after mechanical damage and abrasion laboratory tests. Geosynthetics International, 20, 358–374.10.1680/gein.13.00022
   Web of Science ®Google Scholar
• Tavakoli Mehrjardi, Gh., Ghanbari, A., & Mehdizadeh, H. (2016). Experimental study on the behaviour of geogrid-reinforced slopes with respect to aggregate size. Geotextiles and Geomembranes, 44, 862–871.10.1016/j.geotexmem.2016.06.006
   Web of Science ®Google Scholar
• Tavakoli Mehrjardi, Gh., Moghaddas Tafreshi, S. N., & Dawson, A. R. (2013). Pipe response in a geocell reinforced trench and compaction considerations. Geosynthetics International, 20, 105–118.10.1680/gein.13.00005
   Web of Science ®Google Scholar
• Wang, L., Zhang, G., & Zhang, J. M. (2011). Centrifuge model tests of geotextile-reinforced soil embankments during an earthquake. Geotextiles and Geomembranes, 29, 222–232.10.1016/j.geotexmem.2010.11.002
   Web of Science ®Google Scholar
• Watn, A., Eiksund, G., & Knutson, A. (1998). Deformation and damage of nonwoven geotextiles in road construction. Sixth International Conference on Geosynthetics, (pp. 933–938).
   Google Scholar
• Watts, G. R. A., & Brady, K. C. (1994). Geosynthetics-installation damage and the measurement of tensile strength. Fifth International Conference on Geotextiles, Geomembranes and Related Products, (pp. 1159–1164), Singapore.
   Google Scholar