1 |
Nikbakht, M. and Diederich, R. (2008), "The energy potential and its integration in the national European specification", Found. Civ. Environ. Eng., (11), 41-53.
|
2 |
Pinho-Lopes, M. and Lopes, M.L. (2013), "Tensile properties of geosynthetics after installation damage", Environ. Geotech., 1(3), 161-178.
DOI
|
3 |
Portelinha, F.H.M, Bueno, B.S. and Zornberg, J.G. (2013), "Performance of nonwoven geotextile-reinforced walls under wetting conditions: Laboratory and field investigations", Geosynth. Int., 20(2), 90-104.
DOI
|
4 |
Portelinha, F.H.M., Zornberg, J.G. and Pimentel, V. (2014), "Field performance of retaining walls reinforced with woven and nonwoven geotextiles", Geosynth. Int., 21(4), 270-284.
DOI
|
5 |
Richardson, G.N. (1998), "Field evaluation of geosynthetic survivability in aggregate road base", Geotechnical Fabrics Report, 16, 34-38.
|
6 |
Rosete, A., Lopes, P.M., Pinho-Lopes, M. and Lopes, M.L. (2013), "Tensile and hydraulic properties of geosynthetics after mechanical damage and abration laboratory tests", Geosynth. Int., 20 (5), 358-374.
DOI
|
7 |
Tandel, K.Y., Solanki, C.H. and Desai A.K. (2014), "Field behaviour geotextile reinforced sand column", Geomech. Eng., 6(2), 195-211.
DOI
|
8 |
Tavakoli Mehrjardi, Gh. and Amjadi Sardehaei, E., (2017). "Design graphs to estimate reduction factor of nonwoven geotextiles due to installation process", Eur. J. Environ. Civ. Eng., 1-14.
|
9 |
Naeini, S.A. and Gholampoor, N. (2014), "Cyclic behaviour of dry silty sand reinforced with a geotextile", Geotext. Geomembranes, 42(6), 611-619.
DOI
|
10 |
Tavakoli Mehrjardi, Gh., Ghanbari, A. and Mehdizadeh, H. (2016), "Experimental study on the behaviour of geogridreinforced slopes with respect to aggregate size", Geotext. Geomembranes, 44(6), 862-871.
DOI
|
11 |
Watn, A., Eiksund, G. and Knutson, A. (1998), "Deformation and damage of nonwoven geotextiles in road construction", Proceedings of the 6th International Conference on Geosynthetics, Atlanta, Georgia, U.S.A., March.
|
12 |
Vieira, C.S. and Pereira, P.M. (2015), "Damage induced by recycled construction and demolition wastes on the short-term tensile behaviour of two geosynthetics", Transport. Geotech., 4(September), 64-75.
DOI
|
13 |
Vieira, C.S., Lopes , M.D.L. and Caldeira, L. (2015), "Sand-Nonwoven geotextile interfaces shear strength by direct shear and simple shear tests", Geomech. Eng., 9(5), 601-618.
DOI
|
14 |
Wang, L., Zhang, G. and Zhang, J.M. (2011), "Centrifuge model tests of geotextile-reinforced soil embankments during an earthquake", Geotext. Geomembr., 29(3), 222-232.
DOI
|
15 |
Watts, G.R.A. and Brady, K.C. (1994), "Geosynthetics-installation damage and the measurement of tensile strength", Proceedings of the 5th International Conference on Geotextiles, Geomembranes and Related Products, Singapore, September.
|
16 |
WSDOT T925 (2005), Standard Practice for Determination of Long-Term Strength for Geosynthetic Reinforcement, Washington State Department of Transportation, Olympia, Washington, U.S.A.
|
17 |
ASTM D 1556-08 (2008), Standard Test Method for Density and Unit Weight of Soil in Place by Sand-Cone Method, American Society for Testing and Materials, West Conshohocken, Pennsylvania, U.S.A.
|
18 |
Tavakoli Mehrjardi, Gh., Moghaddas Tafreshi, S.N. and Dawson, A.R. (2013), "Pipe response in a geocell reinforced trench and compaction considerations", Geosynth. Int., 20(2), 105-118.
DOI
|
19 |
AASHTO M288-08 (2008), Standard Specification for Geotextile Specification for Highway Applications, American Association of State Highway and Transportation Officials, Virginia, U.S.A.
|
20 |
Allen, T.M. and Bathurst, R.J. (1994), "Characterization of geosynthetic load-strain behavior after installation damage", Geosynth. Int., 1(2), 181-199.
DOI
|
21 |
ASTM D 5261-10 (2010), Standard Test Method for Measuring Mass per Unit Area of Geotextiles, American Society for Testing and Materials, West Conshohocken, Pennsylvania, U.S.A.
|
22 |
Bathurst, R.J., Huang, B. and Allen, T.M. (2011), Analysis of installation damage tests for LRFD calibration of reinforced soil structures, Geotext. Geomembr., 29(3), 323-334.
DOI
|
23 |
ASTM D 5821-13 (2013), Standard Test Method for Determining the Percentage of Fractured Particles in Coarse Aggregate, American Society for Testing and Materials, West Conshohocken, Pennsylvania, U.S.A.
|
24 |
ASTM D 6241-14 (2014), Standard Test Method for Static Puncture Strength of Geotextiles and Geotextile-Related Products Using a 50-mm Probe, American Society for Testing and Materials, West Conshohocken, Pennsylvania, U.S.A.
|
25 |
ASTM D4533-15 (2015), Standard Test Method for Trapezoidal Tearing strength of Geotextiles, 15American Society for Testing and Materials, West Conshohocken, Pennsylvania, U.S.A.
|
26 |
ASTM D4632-15 (2015), Standard Test Method for Grab Breaking Load and Elongation of Geotextiles, American Society for Testing and Materials, West Conshohocken, Pennsylvania, U.S.A.
|
27 |
ASTM D5818 (2000), Obtaining Samples of Geosynthetics from a Test Section for Assessment of Installation Damage, American Society for Testing and Materials, West Conshohocken, Pennsylvania, U.S.A.
|
28 |
Berg, R.R, Christopher, B.R. and Samtani, N.C. (2009), Design of Mechanically Stabilized Earth Walls and Reinforced Soil Slopes, FHWA NHI-10-024, Federal Highway Administration, Washington, U.S.A.
|
29 |
Carlos, D.M., Pinho-Lopes, M., Carneiro, J.R. and Lopes, M.L. (2015), "Effect of soil grain size distribution on the mechanical damage of nonwoven geotextiles under repeated loading", Int. J. Geosynth. Ground Eng., 1(1), 1-9.
|
30 |
Costa, C.M.L., Zornberg, J.G., Boeno, B.D.C. and Costa, Y.D.J. (2016), "Centrifuge evaluation of the time-dependent behavior of geotextile-reinforced soil walls", Geotext. Geomembr., 44(2), 188-200.
DOI
|
31 |
Hosseinpour, I., Almeida, M.S.S. and Riccio, M. (2015), " Fullscale load test and finite-element analysis of soft ground improved by geotextile-encased granular columns", Geosynth. Int., 22(6), 428-438.
DOI
|
32 |
Deb, K. and Konai, S. (2014), "Bearing capacity of geotextilereinforced sand with varying fine fraction", Geomech. Eng., 6(1), 33-45.
DOI
|
33 |
Elias, V. (2001), Corrosion/Degradation of Soil Reinforcements for Mechanically Stabilized Earth Walls and Reinforced Soil Slopes, FHWA-NHI-00-044, Federal Highway Administration, Washington, U.S.A.
|
34 |
Elvidge, C.B. and Raymond, G.P. (1999), "Laboratory survivability of nonwoven geotextiles on open-graded crushed aggregate", Geosynth. Int., 6(2), 93-117.
DOI
|
35 |
FHWA-HI-95-038 (1998), Geosynthetic Design and Construction Guidelines, Federal Highway Administration, Washington, U.S.A.
|
36 |
Greenwood, J.H. and Brady, K.C. (1992), "Geotextiles in aggressive soils", Construct. Build. Mater., 6(1), 15-18.
DOI
|
37 |
Hufenus, R., Ruegger, R., Flum, D. and Sterba, I.J. (2005), "Strength reduction factors due to installation damage of reinforcing geosynthetics", Geotext. Geomembranes, 23(5), 401-424.
DOI
|
38 |
Kim, H.J., Won, M.S., Lee, J.B., Joo, J.H. and Jamin, J.C. (2015), "Comparative study on the behavior of soil fills on rigid acrylic and flexible geotextile containers", Geomech. Eng., 9(2), 243-259.
DOI
|
39 |
Koerner, G.R. and Koerner, R.M. (1990), "The installation survivability of geotextiles and geogrids", Proceedings of the 4th International Conference on Geotextiles, Geomembranes and Related Products, The Hague, The Netherlands May-June.
|
40 |
Mendes, M.J.A., Palmeira, E.M. and Matheus, E. (2007), "Some factors affecting the in-soil load-strain behaviour of virgin and damaged nonwoven geotextiles", Geosynth. Int., 14(1), 39-50.
DOI
|