Resilient Interface Shear Modulus for Characterizing Shear Properties of Pavement Base Materials
Publication: Journal of Materials in Civil Engineering
Volume 30, Issue 12
Abstract
This study used a large-scale cyclic shear test to investigate the interaction mechanisms between a geogrid and its surrounding aggregate in a cyclic loading mode to simulate traffic loads. Interactions at the geogrid–aggregate interface were quantified in terms of a parameter called resilient interface shear modulus . The test protocol was derived from the triaxial test to apply cyclic shear loading under different normal stresses. Four interfaces were used in the study, including two types of base-course materials reinforced by a biaxial and triaxial geogrid. Results showed that the cyclic shear test had good repeatability, and the of each interface was a function of both normal stress and cyclic shear stress: decreased with an increasing cyclic shear stress but increased with an increasing normal stress. A modified three-parameter model was used to predict , and the model parameters were determined for the three different interfaces. It was found that the three-parameter model could characterize the resilient interface shear modulus very well. The presented cyclic shear test along the resilient interface shear modulus shows enormous potential for characterizing geogrid-reinforced base materials.
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Acknowledgments
The authors would like to thank the Tennessee Department of Transportation (TDOT) for funding this research project. The first author would like to acknowledge China Scholarship Council for financial support (Grant No. 201506260031).
References
AASHTO. 2010. Determining the resilient modulus of soils and aggregate materials. AASHTO T307-99. Washington, DC: AASHTO.
Abu-Farsakh, M., J. Coronel, and M. Tao. 2007. “Effect of soil moisture content and dry density on cohesive soil-geosynthetic interactions using large direct shear tests.” J. Mater. Civ. Eng. 19 (7): 540–549. https://doi.org/10.1061/(ASCE)0899-1561(2007)19:7(540).
ARA (Applied Research Associates). 2004. Guide for mechanistic-empirical design of new and rehabilitated pavement structures. NCHRP Final Rep. No. 1-37A. Washington, DC: Transportation Research Board of the National Academies.
Arulrajah, A., M. Rahman, J. Piratheepan, M. Bo, and M. Imteaz. 2013. “Evaluation of interface shear strength properties of geogrid-reinforced construction and demolition materials using a modified large-scale direct shear testing apparatus.” J. Mater. Civ. Eng. 26 (5): 974–982. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000897.
Ashmawy, A., and P. Bourdeau. 1995. “Geosynthetic-reinforced soils under repeated loading: A review and comparative design study.” Geosynthetics Int. 2 (4): 643–678. https://doi.org/10.1680/gein.2.0029.
ASTM. 2011. Standard practice for classification of soils for engineering purposes (United Soil Classification System). ASTM D2487. West Conshohocken, PA: ASTM.
ASTM. 2012. Standard test methods for laboratory compaction characteristics of soil using modified effort (()). ASTM D1557. West Conshohocken, PA: ASTM.
ASTM. 2014. Standard test method for measuring geosynthetic-soil resilient interface shear stiffness. ASTM D7499/D7499M-09. West Conshohocken, PA: ASTM.
ASTM. 2017. Standard test method for determining the shear strength of soil-geosynthetic and geosynthetic-geosynthetic interfaces by direct shear. ASTM D5321/D5321M. West Conshohocken, PA: ASTM.
Barksdale, R. D., S. F. Brown, and F. Chan. 1989. Potential benefits of geosynthetics in flexible pavement systems. Washington, DC: Transportation Research Board of the National Academies.
Berg, R. R., B. R. Christopher, and S. Perkins. 2000. Geosynthetic reinforcement of the aggregate base/subbase courses of pavement structures. Roseville, MN: Geosynthetic Materials Association.
Brown, S., and P. Pell. 1967. “An experimental investigation of the stresses, strains and deflections in a layered pavement structure subjected to dynamic loads.” In Proc., Int. Conf. on Structure Design Asphalt Pavements, 384–403. Ann Arbor, MI: Univ. of Michigan.
Cuelho, E. V., and S. W. Perkins. 2004. “Resilient interface shear modulus from short-strip, cyclic pullout tests.” In GeoFrontiers: Slopes and Retaining Structures under Seismic and Static Conditions, Geotechnical special publication 140, 1–11. Reston, VA: ASCE.
Dunlap, W. A. 1963. A mathematical model describing the deformation characteristics of granular materials. College Station, TX: Texas A&M Univ.
Ferreira, F., C. Vieira, and M. de Lurdes Lopes. 2016. “Cyclic and post-cyclic shear behaviour of a granite residual soil-geogrid interface.” J. Procedia Eng. 143: 379–386. https://doi.org/10.1016/j.proeng.2016.06.048.
Fox, P. J., J. D. Ross, J. M. Sura, and R. S. Thiel. 2011. “Geomembrane damage due to static and cyclic shearing over compacted gravelly sand.” Geosynth. Int. 18 (5): 272–279. https://doi.org/10.1680/gein.2011.18.5.272.
Garg, N., and M. Thompson. 1997. “Triaxial characterization of Minnesota road research project granular materials.” Transp. Res. Rec. 1577: 27–36. https://doi.org/10.3141/1577-04.
Haas, R., J. Walls, and R. Carroll. 1988. “Geogrid reinforcement of granular bases in flexible pavements.” Transp. Res. Rec. 1188: 19–27.
Han, B., J. Ling, X. Shu, H. Gong, and B. Huang. 2018. “Laboratory investigation of particle size effects on the shear behavior of aggregate-geogrid interface.” Constr. Build. Mater. 158: 1015–1025. https://doi.org/10.1016/j.conbuildmat.2017.10.045.
Han, J., Y. Zhang, and R. L. Parsons. 2011. “Quantifying the influence of geosynthetics on performance of reinforced granular bases in laboratory.” Geotech. Eng. J. SEAGS & AGSSEA 42 (1): 74–85.
Indraratna, B., S. K. K. Hussaini, and J. S. Vinod. 2011. “On the shear behavior of ballast-geosynthetic interfaces.” Geotech. Test. J. 35 (2): 305–312.
Johnson, T., R. L. Berg, and A. Dimillio. 1986. “Frost action predictive techniques: An overview of research results.” Transp. Res. Rec. 1089: 147–161.
Lekarp, F., U. Isacsson, and A. Dawson. 2000. “State of the art. I: Resilient response of unbound aggregates.” J. Transp. Eng. 126 (1): 66–75. https://doi.org/10.1061/(ASCE)0733-947X(2000)126:1(66).
Ling, H. I., J. Wang, and D. Leshchinsky. 2008. “Cyclic behaviour of soil-structure interfaces associated with modular-block reinforced soil-retaining walls.” Geosynth. Int. 15 (1): 14–21. https://doi.org/10.1680/gein.2008.15.1.14.
Liu, C.-N., Y.-H. Ho, and J.-W. Huang. 2009a. “Large scale direct shear tests of soil/PET-yarn geogrid interfaces.” Geotext. Geomembr. 27 (1): 19–30. https://doi.org/10.1016/j.geotexmem.2008.03.002.
Liu, C.-N., J. G. Zornberg, T.-C. Chen, Y.-H. Ho, and B.-H. Lin. 2009b. “Behavior of geogrid-sand interface in direct shear mode.” J. Geotech. Geoenviron. Eng. 135 (12): 1863–1871. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000150.
McGown, A., J. Kupec, G. Heerten, and K. von Maubeuge. 2005. “Testing biaxial geogrids for specification and design purposes.” In Proc., GeoFrontiers: Geosynthetics Research and Development in Progress, 1–11. Reston, VA: ASCE.
Milligan, G. 1987. “The study of soil-reinforcement interaction by means of large scale laboratory tests.” Ph.D. thesis, Magdalen College, Univ. of Oxford.
Moghaddas-Nejad, F., and J. C. Small. 2003. “Resilient and permanent characteristics of reinforced granular materials by repeated load triaxial tests.” Geotech. Test. J. 26 (2): 152–166.
NCHRP (National Cooperative Highway Research Program). 2003. Harmonized test methods for laboratory determination of resilient modulus for flexible pavement design. Washington, DC: Transportation Research Board of the National Academies.
Nernheim, A., and N. Meyer. 2004. “Cyclic pull-out test on geogrids.” In Proc., Int. Conf. on Geotechnical Engineering. Sharjah, United Arab Emirates: Univ. of Sharjah.
Nye, C. J., and P. J. Fox. 2007. “Dynamic shear behavior of a needle-punched geosynthetic clay liner.” J. Geotech. Geoenviron. Eng. 133 (8): 973–983. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:8(973).
Perkins, S. W., B. R. Christopher, E. Cuelho, G. Eiksund, I. Hoff, C. Schwartz, G. Svanø, and A. Watn. 2004. Development of design methods for geosynthetic reinforced flexible pavements. Washington, DC: Federal Highway Administration.
Qian, Y., J. Han, S. Pokharel, and R. Parsons. 2011. “Stress analysis on triangular-aperture geogrid-reinforced bases over weak subgrade under cyclic loading: An experimental study.” In Proc., 10th Int. Conf. on Low-Volume Roads, 83–91. Washington, DC: Transportation Research Board.
Qian, Y., S. J. Lee, E. Tutumluer, Y. M. Hashash, and J. Ghaboussi. 2017. “Role of initial particle arrangement in ballast mechanical behavior.” Int. J. Geomech. 18 (3): 04017158. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001074.
Qian, Y., D. Mishra, E. Tutumluer, and H. A. Kazmee. 2015. “Characterization of geogrid reinforced ballast behavior at different levels of degradation through triaxial shear strength test and discrete element modeling.” Geotext. Geomembr. 43 (5): 393–402. https://doi.org/10.1016/j.geotexmem.2015.04.012.
Sakleshpur, V. A., M. Prezzi, R. Salgado, N. Z. Siddiki, and Y. S. Choi. 2017. “Large-scale direct shear testing of geogrid-reinforced aggregate base over weak subgrade.” Int. J. Pavement Eng. 1–10. https://doi.org/10.1080/10298436.2017.1321419.
Tan, S., S. Chew, and W. Wong. 1998. “Sand-geotextile interface shear strength by torsional ring shear tests.” Geotext. Geomembr. 16 (3): 161–174. https://doi.org/10.1016/S0266-1144(98)00007-7.
Tang, X. 2011. “A study of permanent deformation behavior of geogrid-reinforced flexible pavements using small scale accelerated pavement testing.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ.
Tang, X., G. R. Chehab, and A. Palomino. 2008. “Evaluation of geogrids for stabilising weak pavement subgrade.” Int. J. Pavement Eng. 9 (6): 413–429. https://doi.org/10.1080/10298430802279827.
Teixeira, S. H., B. S. Bueno, and J. G. Zornberg. 2007. “Pullout resistance of individual longitudinal and transverse geogrid ribs.” J. Geotech. Geoenviron. Eng. 133 (1): 37–50. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:1(37).
Thom, N., and S. Brown. 1988. “The effect of grading and density on the mechanical properties of a crushed dolomitic limestone.” In Proc., 14th Australian Road Research Board Conf., 94–100. Vermont South, VIC, Australia: Australian Road Research Board.
Uzan, J. 1985. “Characterization of granular material.” Transp. Res. Rec. 1022: 52–59.
Vieira, C. S., M. D. L. Lopes, and L. Caldeira. 2013. “Sand-geotextile interface characterisation through monotonic and cyclic direct shear tests.” Geosynth. Int. 20 (1): 26–38. https://doi.org/10.1680/gein.12.00037.
Wu, H., B. Huang, X. Shu, and S. Zhao. 2015. “Evaluation of geogrid reinforcement effects on unbound granular pavement base courses using loaded wheel tester.” Geotext. Geomembr. 43 (5): 462–469. https://doi.org/10.1016/j.geotexmem.2015.04.014.
Zornberg, J. 2015. “Geosynthetic reinforcements for paved roads.” In Proc., VII Brazilian Conf. on Rheology. Curitiba, Paraná State, Brazil.
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©2018 American Society of Civil Engineers.
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Received: Feb 26, 2018
Accepted: Jun 13, 2018
Published online: Oct 10, 2018
Published in print: Dec 1, 2018
Discussion open until: Mar 10, 2019
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