Onsite Use of Recycled Asphalt Pavement Materials and Geocells to ...

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References Alam, T.B., M. Abdelrahman, and S. A. Scharm. 2009. “Laboratory characteristics of Recycled Asphalt Pavement as a base layer.” International Journal of Pavement Engineering 11, no. 2: 123-131. Al-Qadi, I.L., S. Carpenter, G. Roberts, H. Ozer, and Q. Aurangzeb. 2009. “Determination of Usable Residual Asphalt Binder in RAP.” Illinois Center for Transportation (ICT), FHWA-ICT-09-031. American Society for Testing and Materials (ASTM D2573 – 08). 2008. "Standard Test Methods for Field Vane Shear Test in Cohesive Soil.” Available from www.astm.org American Society for Testing and Materials (ASTM D3203). 2011. "Standard Test Method for Percent Air Voids in Compacted Dense and Open Bituminous Paving Mixture." Available from www.astm.org American Society for Testing and Materials (ASTM D4439-11). 2011. "Standard Terminology for Geosynthetics.” Available from www.astm.org. American Society for Testing and Materials (ASTM D6951 – 09). 2009. "Standard Test Methods for Use of the Dynamic Cone Penetrometer in Shallow Pavement Applications.” Available from www.astm.org Attia, M., and M. Abdelrahman. 2010. "Modeling the effect of moisture on resilient modulus of untreated Reclaimed Asphalt Pavement." Journal of the Transportation Research Board, 2167: 30-40. Audery, C. 2011. “Reclaimed Asphalt Pavement in Asphalt Mixtures: State of Practice.” Publication No. FHWA-HRT-11-021, U.S. Department of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center. Bartnev, G.M. and S. Zuyeb. 1969. Strength and Failure of Viscoelastic Materials. Pergamon Press. Becham, W.K. and W. H. Mills. 1935. “Cotton-fabric reinforced roads.” Engineering News Record, Oct. 3: 453-455. Bennert, T. and A. Maher. 2005. “The Development of a Performance Specification for Granular Base and Subbase Materials.” Dept. of Civil & Environmental Engineering, Center for Advanced Infrastructure & Transportation (CAIT), Rutgers, the State University, Piscatawav, NJ. 118
Berthelot, C., R. Haichert, D. Podborochynski, C. Wandzura, B. Taylor, and D. Guenther. 2010. "Mechanistic laboratory evaluation and field construction of recycled concrete materials for use in road substructures." Journal of the Transportation Research Board, no. 2167: 41-52. Cosentino, P.J., E.H Kalajian, C. S. Shieh, W. J. K. Mathurin, F. A. Gomez, E. D. Cleary, and A. Treeratrakoon. 2003. “Final Report on Developing Specifications for Using Recycled Asphalt Pavement as Base, Subbase or General Fill Materials, Phase II.” Report No. FL/DOT/RMC/06650-7754, Florida Institute of Technology, Civil Engineering Department. Collin, J.G., T. C. Kinney, and X. Fu. 1996. "Full scale highway load test of flexible pavement systems with geogrid reinforced base course." Geosynthetics International, 3, no. 4: 537- 549. Dash, S. K., S. Sireesh, and T. G. Sitharam. 2003. "Model studies on circular footing supported on geocell reinforced sand underlain by soft clay." Geotextiles and Geomembranes, 21: 197-219. Emersleben, A. and M. Meyer. 2008. "The use of geocells in road construction over soft soil: vertical stress and falling weight deflectometer measurement.” EuroGeo4, Edinburgh, Paper number 132. Emersleben, A. and M. Meyer. 2010. "The influence of hoop stresses and earth resistance on the reinforcement mechanism of single and multiple geocells.” Proceedings of the 9th International Conference on Geosynthetics, Guaruja, Brazil. Federal Highway Administration. 2008. “User Guidelines for Byproducts and Secondary Use Materials in Pavement Construction: Reclaimed Asphalt Pavement.” U.S. Department of Transportation, Federal Highway Administration, Publication Number: FHWA-RD-97- 148. Retrieved from www.recycledmaterials.org/tools/uguidelines/index.asp Federal igh ay Administration. 2010. “Reclaiming Roads.” FHWA-HRT-10-001. Retrieved from http://www.fhwa.dot.gov Federal Highway Administration. 2010. “Reclaimed Asphalt pavement in Asphalt Mi tures: State of Practice.” FHWA-HRT-11-021. Retrieved from www.fhwa.dot.gov Giroud, J.P. and J. Han. 2004. “Design method for geogrid-reinforced unpaved roads – Part I: theoretical development.” ASCE Journal of Geotechnical and Geoenvironmental Engineering, 130, no.8: 776-786. Giroud, J.P. and J. Han. 2004. “Design method for geogrid-reinforced unpaved roads – Part II: calibration and verification.” ASCE Journal of Geotechnical and Geoenvironmental Engineering, 130, no. 8: 787-797. 119
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Report # MATC-KU: 462 Final Report
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Technical Report Documentation Page
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4.3.4 15 cm Thick Geocell-Reinforce
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Figure 4.11 Profiles of the HMA sur
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Figure 4.48 The permanent deformati
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List of Tables Table 2.1 Percentage
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Acknowledgements This research was
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Abstract Asphalt pavements deterior
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1.1 Background Chapter 1 Introducti
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On-site use of RAP materials has re
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Chapter 2 Literature Review Recycle
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Protection. Geosynthetics are somet
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wet weather conditions. Webster and
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subgrade can be improved in terms o
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annually in the early 1990s (FHWA-H
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Figure 2.2 Usage and potential of v
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Table 2.1 Percentage of use of RAP
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Type of Property Physical Propertie
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permeability values. The addition o
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Chapter 3 Material Properties and E
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Table 3.1 Properties of the RAP bas
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3.3 Asphalt Concrete Figure 3.4 Sta
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Table 3.2 Basic Properties of NPA g
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Earth pressure cells were installed
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central pocket, and one at the top
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plate on one end was buried at the
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loading plate to simulate the rubbe
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3.6.7 Dynamic Cone Penetration Test
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Figure 3.15 Light weight deflectome
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Chapter 4 Experimental Data Analysi
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The quantity of RAP placed in each
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Geocell infilled with RAP Geocell i
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Figure 4.4 Prime coat on the RAP ba
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4.2 Cyclic Plate Load Tests Figure
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dynamic deformation moduli from LWD
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Depth (cm.) 0.00 5.00 10.00 15.00 2
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Depth (cm.) 10 14 18 22 26 Before t
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surface at the center was under ten
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4.3.3 15 cm Thick Geocell-Reinforce
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Depth (cm.) 0 10 20 30 40 50 60 0 5
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The permanent deformation was obtai
Page 83 and 84: Strain on geocell (%) Figure 4.23 T
Page 85 and 86: Stress distribution angle (°) 50 4
Page 87 and 88: Figure 4.28 The calculated dynamic
Page 89 and 90: Elastic deformation (mm.) 3 2.5 2 1
Page 91 and 92: Strain (%) 0.15 0.1 0.05 0 -0.05 -0
Page 93 and 94: 4.3.5 23 cm Thick Geocell-Reinforce
Page 95 and 96: The profiles of the HMA surfaces as
Page 97 and 98: Figure 4.41 shows the measured maxi
Page 99 and 100: Figure 4.43 The vertical stress at
Page 101 and 102: Table 4.5 The average CBR values of
Page 103 and 104: at the distances of 25 and 50 cm aw
Page 105 and 106: Strain (%) 0.014 0.012 0.01 0.008 0
Page 107 and 108: 4.3.7 30 cm Thick Geocell-Reinforce
Page 109 and 110: The profiles of the HMA surfaces as
Page 111 and 112: Figures 4.58 and 4.59 show the meas
Page 113 and 114: Strain (%) 0.04 0.02 0 -0.02 -0.04
Page 115 and 116: 4.4 Analysis of Test Data Six cycli
Page 117 and 118: Table 4.7 Average CBR values of tes
Page 119 and 120: The percentages of air void of the
Page 121 and 122: Table 4.10 Number of loading cycles
Page 123 and 124: Table 4.11 Elastic deformation and
Page 125 and 126: HMA surface compression (mm.) Base
Page 127 and 128: strain was higher for the geocell a
Page 129 and 130: Vertical stress (kPa) 250 200 150 1
Page 131 and 132: Stress distribution angle ( ̊) 80
Page 133: 6. The subgrade contributed to most
Page 137: Pokharel, S. K., J. Han, D. Leshchi
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