References
- AASHTO, 1993. Guide for design of pavement structures, load and resistance factor design. American Association of State Highway and Transportation Officials.
- AASHTO, 2007. Standard method of test for determining the resilient modulus of soils and aggregate materials AASHTO T 307–99. American Association of State and Highway Transportation Officials.
- Anggraini, V., et al., 2015. Effects of coir fibers on tensile and compressive strength of lime treated soft soil. Measurement, 59, 372–381. https://doi.org/https://doi.org/10.1016/j.measurement.2014.09.059.
- Arulrajah, A., et al., 2012. Geotechnical properties of recycled concrete aggregate in pavement Sub-base applications. Geotechnical Testing Journal, 35 (5), 743–751. doi: https://doi.org/10.1520/GTJ103402
- Arulrajah, A., et al., 2014a. Physical properties and shear strength responses of recycled construction and demolition materials in unbound pavement base/subbase applications. Construction and Building Materials, 58, 245–257. https://doi.org/https://doi.org/10.1016/j.conbuildmat.2014.02.025.
- Arulrajah, A., et al., 2014b. Spent coffee grounds as a non-structural embankment fill material: engineering and environmental considerations. Journal of Cleaner Production, 72, 181–186. doi: https://doi.org/10.1016/j.jclepro.2014.03.010
- Arulrajah, A., et al., 2015. Modulus of rupture evaluation of cement stabilized recycled glass/recycled concrete aggregate blends. Construction and Building Materials, 84, 146–155. https://doi.org/https://doi.org/10.1016/j.conbuildmat.2015.03.048.
- Arulrajah, A., et al., 2016. Stabilization of recycled demolition aggregates by Geopolymers comprising Calcium Carbide Residue, Fly Ash and Slag precursors. Construction and Building Materials, 114, 864–873. https://doi.org/https://doi.org/10.1016/j.conbuildmat.2016.03.150.
- Arulrajah, A., et al., 2017. Cement kiln dust and fly ash blends as an alternative binder for the stabilization of demolition aggregates. Construction and Building Materials, 145, 218–225. https://doi.org/https://doi.org/10.1016/j.conbuildmat.2017.04.007.
- Arulrajah, A., et al., 2018. Recycled concrete aggregate/municipal glass blends as a low-carbon resource material for footpaths. Road Materials and Pavement Design, 19 (3), 727–740. https://doi.org/https://doi.org/10.1080/14680629.2016.1262786.
- AS (Australia Standards), 1997. Methods of testing soils for engineering purposes. Method 431: soil chemical tests - determination of the pH value of a soil - electrometric method. AS 1289.4.3.1, Sydney, Australia.
- ASTM, 2006. Standard test method for resistance to degradation of small-size coarse aggregate by Abrasion and impact in the Los Angeles Machine. ASTM C131, West Conshohocken, PA.
- ASTM, 2007a. Standard practice for making and curing soil-cement compression and flexure test specimens in the laboratory. ASTM D1632, West Conshohocken, PA.
- ASTM, 2007b. Standard test method for CBR (California Bearing Ratio) of Laboratory-Compacted Soils. ASTM D1883, West Conshohocken, PA.
- ASTM, 2007c. Standard test method for particle-size analysis of soils. ASTM D422, West Conshohocken, PA.
- ASTM, 2009. Standard test methods for laboratory compaction characteristics of soil using modified effort (56,000 ft-lbf/ft3(2,700 kN-m/m3)). ASTM D1557, West Conshohocken, PA.
- ASTM, 2014. Standard test methods for moisture, Ash, and Organic Matter of Peat and other organic soils. ASTM D2974, West Conshohocken, PA.
- ASTM, 2015a. Standard test method for relative density (Specific Gravity) and absorption of coarse aggregate. ASTM C127, West Conshohocken, PA.
- ASTM, 2015b. Standard test method for relative density (Specific Gravity) and absorption of fine aggregate. ASTM C128, West Conshohocken, PA.
- ASTM, 2017a. Standard practice for classification of soils for engineering purposes (Unified Soil Classification System). ASTM D2487, West Conshohocken, PA.
- ASTM, 2017b. Standard test method for bulk density (“Unit Weight”) and voids in aggregate. ASTM C29, West Conshohocken, PA.
- Brown, J., et al., 2004. Rapid stabilization/polymerization of wet clay soils: phase I literature review. Air Force Research Laboratory., Tyndall AFB FL.
- BS (British Standard), 1989. Testing aggregates. Methods for determination of particle shape. Flakiness index. BS 812-105.1, London.
- Cai, Y., et al., 2006. Effect of polypropylene fibre and lime admixture on engineering properties of clayey soil. Engineering Geology, 87 (3), 230–240. https://doi.org/https://doi.org/10.1016/j.enggeo.2006.07.007.
- Çay, A., and Miraftab, M, 2013. Properties of electrospun poly(vinyl alcohol) hydrogel nanofibers crosslinked with 1,2,3,4-butanetetracarboxylic acid. Journal of Applied Polymer Science, 129 (6), 3140–3149. doi: https://doi.org/10.1002/app.39036
- Chini, A. R., et al., 2001. Test of recycled concrete aggregate in accelerated test track. Journal of Transportation Engineering, 127 (6), 486–492. doi: https://doi.org/10.1061/(ASCE)0733-947X(2001)127:6(486)
- Ding, B., et al., 2002. Preparation and characterization of a nanoscale poly(vinyl alcohol) fiber aggregate produced by an electrospinning method. Journal of Polymer Science Part B: Polymer Physics, 40 (13), 1261–1268. doi: https://doi.org/10.1002/polb.10191
- Disfani, M. M., et al., 2014. Flexural beam fatigue strength evaluation of crushed brick as a supplementary material in cement stabilized recycled concrete aggregates. Construction and Building Materials, 68, 667–676. https://doi.org/https://doi.org/10.1016/j.conbuildmat.2014.07.007.
- Donrak, J., et al., 2018. Wetting-drying cycles durability of cement stabilised marginal lateritic soil/melamine debris blends for pavement applications. Road Materials and Pavement Design, 1–19. https://doi.org/https://doi.org/10.1080/14680629.2018.1506816.
- Estabragh, A. R., Namdar, P., and Javadi, A. A, 2012. Behavior of cement-stabilized clay reinforced with nylon fiber. Geosynthetics International, 19 (1), 85–92. https://doi.org/https://doi.org/10.1680/gein.2012.19.1.85.
- Festugato, L., et al., 2017. Fibre-reinforced cemented soils compressive and tensile strength assessment as a function of filament length. Geotextiles and Geomembranes, 45 (1), 77–82. https://doi.org/https://doi.org/10.1016/j.geotexmem.2016.09.001.
- Garach, L., et al., 2015. Improvement of bearing capacity in recycled aggregates suitable for use as unbound road sub-base. Materials, 8 (12), 8804–8816. doi: https://doi.org/10.3390/ma8125493
- George, K. P, 1968. Shrinkage characteristics of soil-cement mixtures. Highway Research Record, 255, 42–58.
- Hoy, M., Horpibulsuk, S., and Arulrajah, A, 2016. Strength development of recycled asphalt pavement – Fly ash geopolymer as a road construction material. Construction and Building Materials, 117, 209–219. https://doi.org/https://doi.org/10.1016/j.conbuildmat.2016.04.136.
- Jamsawang, P., Voottipruex, P., and Horpibulsuk, S, 2015. Flexural strength characteristics of compacted-cement-polypropylene fiber-sand. Journal of Materials in Civil Engineering, 27 (9), 04014243. doi: https://doi.org/10.1061/(ASCE)MT.1943-5533.0001205
- Jin, L., et al., 2018. Use of water reducer to enhance the mechanical and durability properties of cement-treated soil. Construction and Building Materials, 159, 690–694. https://doi.org/https://doi.org/10.1016/j.conbuildmat.2017.10.120.
- Kravchenko, E., et al., 2018. Performance of clay soil reinforced with fibers subjected to freeze-thaw cycles. Cold Regions Science and Technology, 153, 18–24. https://doi.org/https://doi.org/10.1016/j.coldregions.2018.05.002.
- Kumar, A., and Gupta, D, 2016. Behavior of cement-stabilized fiber-reinforced pond ash, rice husk ash–soil mixtures. Geotextiles and Geomembranes, 44 (3), 466–474. https://doi.org/https://doi.org/10.1016/j.geotexmem.2015.07.010.
- Li, Y., et al., 2018. Tensile strength of fiber reinforced soil under freeze-thaw condition. Cold Regions Science and Technology, 146, 53–59. https://doi.org/https://doi.org/10.1016/j.coldregions.2017.11.010.
- Maghool, F., et al., 2017a. Environmental impacts of utilizing waste steel slag aggregates as recycled road construction materials. Clean Technologies and Environmental Policy, 19 (4), 949–958. doi: https://doi.org/10.1007/s10098-016-1289-6
- Maghool, F., et al., 2017b. Laboratory evaluation of ladle furnace slag in unbound pavement-base/subbase applications. Journal of Materials in Civil Engineering, 29 (2), 04016197. doi: https://doi.org/10.1061/(ASCE)MT.1943-5533.0001724
- Maher, M. H., and Ho, Y. C, 1994. Mechanical properties of Kaolinite/fiber soil Composite. Journal of Geotechnical Engineering, 120 (8), 1381–1393. https://doi.org/https://doi.org/10.1061/(ASCE)0733-9410(1994)120:8(1381).
- Mirzababaei, M., et al., 2013. Unconfined compression strength of reinforced Clays with Carpet waste fibers. Journal of Geotechnical and Geoenvironmental Engineering, 139 (3), 483–493. https://doi.org/https://doi.org/10.1061/(ASCE)GT.1943-5606.0000792.
- Mirzababaei, M., et al., 2018a. Stabilization of soft clay using short fibers and poly vinyl alcohol. Geotextiles and Geomembranes, 46 (5), 646–655. https://doi.org/https://doi.org/10.1016/j.geotexmem.2018.05.001.
- Mirzababaei, M., et al., 2018b. Practical approach to predict the shear strength of fibre-reinforced clay. Geosynthetics International, 25 (1), 50–66. https://doi.org/https://doi.org/10.1680/jgein.17.00033.
- Mirzababaei, M., Arulrajah, A., and Ouston, M, 2017a. Polymers for stabilization of Soft clay Soils. Procedia Engineering, 189, 25–32. https://doi.org/https://doi.org/10.1016/j.proeng.2017.05.005.
- Mirzababaei, M., Mohamed, M., and Miraftab, M, 2017b. Analysis of Strip Footings on fiber-reinforced Slopes with the Aid of particle image Velocimetry. ASCE Materials in Civil Eng, 29 (4), 1–14.
- Mohammadinia, A., et al., 2017. Effect of lime stabilization on the mechanical and micro-scale properties of recycled demolition materials. Sustainable Cities and Society, 30, 58–65. https://doi.org/https://doi.org/10.1016/j.scs.2017.01.004.
- Onyejekwe, S., and Ghataora, G. S, 2014. Effect of fiber inclusions on flexural strength of soils treated with nontraditional additives. Journal of Materials in Civil Engineering, 26 (8), 04014039. doi: https://doi.org/10.1061/(ASCE)MT.1943-5533.0000922
- Onyejekwe, S., and Ghataora, G. S, 2015. Soil stabilization using proprietary liquid chemical stabilizers: sulphonated oil and a polymer. Bulletin of Engineering Geology and the Environment, 74 (2), 651–665. doi: https://doi.org/10.1007/s10064-014-0667-8
- Petrarca, R. W., and Galdiero, V. A, 1984. Summary of testing of recycled crushed concrete. Transportation Research Record, 989, 19–26.
- Puppala, A. J., Hoyos, L. R., and Potturi, A. K, 2011. Resilient moduli response of moderately cement-treated reclaimed asphalt pavement aggregates. Journal of Materials in Civil Engineering, 23 (7), 990–998. doi: https://doi.org/10.1061/(ASCE)MT.1943-5533.0000268
- Rahman, M. A., et al., 2014. Resilient modulus and Permanent deformation responses of Geogrid-reinforced construction and demolition materials. Journal of Materials in Civil Engineering, 26 (3), 512–519. https://doi.org/https://doi.org/10.1061/(ASCE)MT.1943-5533.0000824.
- Rao, S. M., Reddy, B. V. V., and Muttharam, M, 2001. The impact of cyclic wetting and drying on the swelling behaviour of stabilized expansive soils. Engineering Geology, 60 (1), 223–233. https://doi.org/https://doi.org/10.1016/S0013-7952(00)00103-4.
- Saberian, M., and Li, J, 2018. Investigation of the mechanical properties and carbonation of construction and demolition materials together with rubber. Journal of Cleaner Production, 202, 553–560. doi: https://doi.org/10.1016/j.jclepro.2018.08.183
- Santoni, R. L., Tingle, J. S., and Webster, S. L, 2002. Stabilization of Silty sand with Nontraditional additives. Transportation Research Record: Journal of the Transportation Research Board, 1787 (1), 61–70. https://doi.org/https://doi.org/10.3141/1787-07.
- Sun, Y., and Li, L, 2018. Strength assessment and mechanism analysis of cement stabilized reclaimed lime-fly ash macadam. Construction and Building Materials, 166, 118–129. doi: https://doi.org/10.1016/j.conbuildmat.2018.01.139
- Texas Department of Transportation, (TxDOT), 2013. Test Procedure for Soil-Cement Testing (Austin, TX. Tex-120-E).
- VicRoads, 1998. Guide to general requirements for unbound pavement materials. Kew, VIC, Australia.
- VicRoads, 2011. Section 812, crushed rock for pavement base and subbase. Contract documents., Kew, VIC, Australia.
- Wu, H., et al., 2016. Demolition waste generation and recycling potentials in a rapidly developing flagship megacity of South China: prospective scenarios and implications. Construction and Building Materials, 113, 1007–1016. https://doi.org/https://doi.org/10.1016/j.conbuildmat.2016.03.130.
- Xuan, D., Molenaar, A., and Houben, L, 2016. Shrinkage cracking of cement treated demolition waste as a road base. Materials and Structures, 49 (1-2), 631–640. doi: https://doi.org/10.1617/s11527-015-0524-7
- Yaghoubi, E., et al., 2017. Stiffness properties of recycled concrete aggregate with Polyethylene Plastic Granules in unbound pavement applications. Journal of Materials in Civil Engineering, 29 (4), 04016271. https://doi.org/https://doi.org/10.1061/(ASCE)MT.1943-5533.0001821.
- Yaghoubi, M., et al., 2018. Effects of industrial by-product based geopolymers on the strength development of a soft soil. Soils and Foundations, 58 (3), 716–728. https://doi.org/https://doi.org/10.1016/j.sandf.2018.03.005.
- Yaowarat, T., et al., 2018. Compressive and flexural strength of polyvinyl alcohol–modified pavement concrete using recycled concrete aggregates. Journal of Materials in Civil Engineering, 30 (4), 04018046. https://doi.org/https://doi.org/10.1061/(ASCE)MT.1943-5533.0002233.
- Yaowarat, T., et al., 2019. Recycled concrete aggregate modified with polyvinyl alcohol and Fly Ash for concrete pavement applications. Journal of Materials in Civil Engineering., Tentatively Accepted for Publication, 31 (7), 04019103. doi:https://doi.org/10.1061/(ASCE)MT.1943-5533.0002751.