References
- Abu-Farsakh, M., Coronel, J., & Tao, M. (2007). Effect of soil moisture content and dry density on cohesive soil–geosynthetic interactions using large direct shear tests. Journal of Materials in Civil Engineering, 19(7), 540–549.
- Alfaro, M. C., Miura, N., & Bergado, D. T. (1995). Soil geogrid reinforcement interaction by pullout and direct shear tests. Geotechnical Testing Journal, 18(2), 157–167.
- Anubhav, & Basudhar, P. K. (2010). Modeling of soil-woven geotextile interface behavior from direct shear test results. Geotextiles and Geomembranes, 28(4), 403–408.
- Arulrajah, A., Horpibulsuk, S., Maghoolpilehrood, F., Samingthong, W., Du, Y.-J., & Shen, S.-L. (2015). Evaluation of interface shear strength properties of geogrid reinforced foamed recycled glass using a large-scale direct shear testing apparatus. Advances in Materials Science and Engineering, 1–8. doi: https://doi.org/10.1155/2015/235424
- Arulrajah, A., Rahman, M. A., Piratheepan, J., Bo, M. W., & Imteaz, M. A. (2013). Evaluation of interface shear strength properties of geogrid-reinforced construction and demolition materials using a modified large-scale direct shear testing apparatus. Journal of Materials in Civil Engineering, 25(8), 1077–1088.
- ASTM D5321. (2002). Standard test method for determining the coefficient of soil and geosynthetic or geosynthetic and geosynthetic friction by the direct shear method. ASTM Designation: D5321-02. ASTM, USA.
- Bergado, D. T., Chai, J. C., Abiera, H. O., Alfaro, M. C., & Balasubramaniam, A. S. (1993). Interaction between cohesive-frictional soil and various grid reinforcements. Geotextiles and Geomembranes, 12(4), 327–349.
- Bergado, D. T., Ramana, G. V., Sia, H. I., & Varun. (2006). Evaluation of interface shear strength of composite liner system and stability analysis for a landfill lining system in Thailand. Geotextiles and Geomembranes, 24, 371–393.
- Bhuyan, H., Scheuermann, A., Bodin, D., & Becker, R. (2017). Use of time domain reflectometry to estimate moisture and density of unbound road materials: Laboratory calibration and field investigation. Transportation Research Record: Journal of the Transportation Research Board, 2655, 71–81. doi: https://doi.org/10.3141/2655-10
- Chen, X., Zhang, J., Xiao, Y., & Li, J. (2015). Effect of roughness on shear behavior of red clay-concrete interface in large-scale direct shear tests. Canadian Geotechnical Journal, 52, 1122–1135.
- Ferreira, F. B., Vieira, C. S., & Lopes, M. L. (2015). Direct shear behaviour of residual soil–geosynthetic interfaces – influence of soil moisture content, soil density and geosynthetic type. Geosynthetics International, 22(3), 257–272.
- Gan, J. K., & Fredlund, D. G. (1988). Multistage direct shear testing of unsaturated soils. Geotechnical Testing Journal, 11(2), 132–138.
- Ghaaowd, I., McCartney, J. S., Thielmann, S. S., Sanders, M. J., & Fox, P. J. (2017). Shearing behavior of tire-derived aggregate with large particle size. I: Internal and concrete interface direct shear. Journal of Geotechnical and Geoenvironmental Engineering, 143(10), 04017078.
- Hazirbaba, K. (2017). Large-scale direct shear and CBR performance of geofibre-reinforced sand. Road Materials and Pavement Design. doi: https://doi.org/10.1080/14680629.2017.1310667
- Hormdee, D., Kaikeerati, N., & Angsuwotai, P. (2012). Evaluation on the results of multistage shear test. International Journal of GEOMATE, 2(1), 140–143.
- Jewell, R. A. (1996). Soil reinforcement with geotextiles. London: Thomas Telford.
- Jewell, R. A., Milligan, G. W. E., Sarsby, R. W., & Dubois, D. (1984). Interaction between soil and geogrids. In: Symposium on Polymer Grid Reinforcement in Civil Engineering, ICE, London, Paper 1.3.
- Lee, K. M., & Manjunath, V. R. (2000). Soil-geotextile interface friction by direct shear tests. Canadian Geotechnical Journal, 37(1), 238–252.
- Liu, C. N., Ho, Y. H., & Huang, J. W. (2009). Large scale direct shear tests of soil/PET-yarn geogrid interfaces. Geotextiles and Geomembranes, 27(1), 19–30.
- Liu, F.-Y., Wang, P., Geng, X., Wang, J., & Lin, X. (2016). Cyclic and post-cyclic behaviour from sand–geogrid interface large-scale direct shear tests. Geosynthetics International, 23(2), 129–139.
- Liu, C. N., Zornberg, J. G., Chen, T. C., Ho, Y. H., & Lin, B. H. (2009). Behavior of geogrid-sand interface in direct shear mode. Journal of Geotechnical and Geoenvironmental Engineering, 135(12), 1863–1871.
- Lopes, M. L. (2002). Soil-geosynthetic interaction. In S. K. Shukla (Ed.), Geosynthetics and their applications (pp. 57–61). London: Thomas Telford.
- Nam, S., Gutierrez, M., Diplas, P., & Petrie, J. (2011). Determination of the shear strength of unsaturated soils using the multistage direct shear test. Engineering Geology, 122(3), 272–280.
- Nejad, F. M., Noory, A., Toolabi, S., & Fallah, S. (2015). Effect of using geosynthetics on reflective crack prevention. International Journal of Pavement Engineering, 16(6), 477–487. doi: https://doi.org/10.1080/10298436.2014.943128
- Palmeira, E. M. (2009). Soil–geosynthetic interaction: Modelling and analysis. Geotextiles and Geomembranes, 27(5), 368–390.
- Palmeira, E. M., & Milligan, G. W. E. (1989). Large scale direct shear tests on reinforced soil. Soils and Foundations, 29(1), 18–30.
- Piratheepan, J., Arulrajah, A., & Disfani, M. M. (2013). Large-scale direct shear testing of recycled construction and demolition materials. Advances in Civil Engineering Materials, 2(1), 25–36. doi: https://doi.org/10.1520/ACEM20120009
- Richards, E. A., & Scott, J. D. (1985). Soil geotextile frictional properties. Second Canadian Symposium on Geotextiles and Geomenbranes, Edmonton. 13–24.
- Sakleshpur, V. A., Prezzi, M., Salgado, R., Siddiki, N. Z., & Choi, Y. S. (2017). Large-scale direct shear testing of geogrid-reinforced aggregate base over weak subgrade. International Journal of Pavement Engineering, 1–10. doi: https://doi.org/10.1080/10298436.2017.1321419
- Shukla, S. K. (2002). Geosynthetics and their applications. London: Thomas Telford Publishing.
- Sobhan, K., & Tandon, V. (2008). Mitigating reflection cracking in asphalt overlays using geosynthetic reinforcements. Road Materials and Pavement Design, 9(3), 367–387. doi: https://doi.org/10.1080/14680629.2008.9690124
- Tang, X., Chehab, G. R., & Palomino, A. (2008). Evaluation of geogrids for stabilising weak pavement subgrade. International Journal of Pavement Engineering, 9(6), 413–429. doi: https://doi.org/10.1080/10298430802279827
- Vieira, C. S., Lopes, M. L., & Caldeira, L. M. (2013). Sand–geotextile interface characterisation through monotonic and cyclic direct shear tests. Geosynthetics International, 20(1), 26–38.
- Vieira, C. S., & Pereira, P. M. (2016). Interface shear properties of geosynthetics and construction and demolition waste from large-scale direct shear tests. Geosynthetics International, 23(1), 62–70.
- Xu, Y., Williams, D. J., & Serati, M. (2018a). Influence of anchorage angles on pull-out resistance of geotextile wrap around anchorage. Geosynthetics International, 25(4), 378–391. doi:https://doi.org/10.1680/jgein.18.00022
- Xu, Y., Williams, D. J., & Serati, M. (2018b). Measurement of shear strength and interface parameters by multi-stage large-scale direct/interface shear and pull-out tests. Measurement Science and Technology, 29(8), 085601. doi:https://doi.org/10.1088/1361-6501/aacb8a
- Xu, Y., Williams, D. J., Serati, M., & Vangsness, T. (2018). Effects of scalping on direct shear strength of crusher run and crusher run/geogrid interface. Journal of Materials in Civil Engineering, 30(9), 04018206. doi:https://doi.org/10.1061/(ASCE)MT.1943-5533.0002411
- Zamora-Barraza, D., Calzada-Pérez, M. A., Castro-Fresno, D., & Vega-Zamanillo, A. (2011). Evaluation of anti-reflective cracking systems using geosynthetics in the interlayer zone. Geotextiles and Geomembranes, 29(2), 130–136. ISSN 0266-1144.
- Zornberg, J. G. (2011). Advances in the Use of Geosynthetic in Pavement Design. Invited Keynote Paper, Proceedings of the Second National Conference on Geosynthetics, India Institute of Technology Madras, Chennai, India, September 23–24, 3–21.