Use of Mixed Construction and Demolition Recycled Materials in Geosynthetic Reinforced Embankments

Springer Science and Business Media LLC - Tập 48 Số 2 - Trang 279-292 - 2018
Castorina Silva Vieira1, Paulo Pereira1
1CONSTRUCT, Faculty of Engineering (FEUP), University of Porto, Porto, Portugal

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EC DG ENV (2011) A project under the Framework contract ENV.G.4/FRA/2008/0112. Final report task 2—Management of C&D waste, European Commission DG ENV. http://ec.europa.eu/environment/waste/pdf/2011_CDW_Report.pdf . Accessed 17 Apr 2017

Vieira CS, Pereira PM (2015) Use of recycled construction and demolition materials in geotechnical applications: a review. Resour Conserv Recycl 103:192–204

Rao A, Jha KN, Misra S (2007) Use of aggregates from recycled construction and demolition waste in concrete. Resour Conserv Recycl 50(1):71–81. doi: 10.1016/j.resconrec.2006.05.010

Mefteh H, Kebaïli O, Oucief H, Berredjem L, Arabi N (2013) Influence of moisture conditioning of recycled aggregates on the properties of fresh and hardened concrete. J Clean Prod 54:282–288

Medina C, Zhu W, Howind T, Sánchez de Rojas MI, Frías M (2014) Influence of mixed recycled aggregate on the physical and mechanical properties of recycled concrete. J Clean Prod 68:216–225

Behera M, Bhattacharyya SK, Minocha AK, Deoliya R, Maiti S (2014) Recycled aggregate from C&D waste and its use in concrete e a breakthrough towards sustainability in construction sector: a review. Constr Build Mater 68:501–516

Herrador R, Pérez P, Garach L, Ordóñez J (2011) Use of recycled construction and demolition waste aggregate for road course surfacing. J Transport Eng 138(2):182–190. doi: 10.1061/(ASCE)TE.1943-5436.0000320

Arulrajah A, Piratheepan J, Disfani M, Bo M (2013) Geotechnical and geoenvironmental properties of recycled construction and demolition materials in pavement subbase applications. J Mater Civ Eng 25(8):1077–1088. doi: 10.1061/(ASCE)MT.1943-5533.0000652

Rahman MA, Imteaz M, Arulrajah A, Piratheepan J, Disfani MM (2015) Recycled construction and demolition materials in permeable pavement systems: geotechnical and hydraulic characteristics. J Clean Prod 90:183–194. doi: 10.1016/j.jclepro.2013.11.005

Vieira CS, Pereira PM (2015) Damage induced by recycled construction and demolition wastes on the short-term tensile behaviour of two geosynthetics. Transport Geotechn 4:64–75

Rahman MA, Imteaz MA, Arulrajah A, Disfani MM, Horpibulsuk S (2015) Engineering and environmental assessment of recycled construction and demolition materials used with geotextile for permeable pavements. J Environ Eng. doi: 10.1061/(ASCE)EE.1943-7870.0000941

Cristelo N, Vieira CS, Lopes ML (2016) Geotechnical and geoenvironmental assessment of recycled construction and demolition waste for road embankments. Proc Eng 143:51–58. doi: 10.1016/j.proeng.2016.06.007

Arulrajah A, Yaghoubi E, Wong YC, Horpibulsuk S (2017) Recycled plastic granules and demolition wastes as construction materials: resilient moduli and strength characteristics. Constr Build Mater 147:639–647. doi: 10.1016/j.conbuildmat.2017.04.178

Yaghoubi E, Arulrajah A, Wong Y-C, Horpibulsuk S (2017) Stiffness properties of recycled concrete aggregate with polyethylene plastic granules in unbound pavement applications. J Mater Civ Eng. doi: 10.1061/(ASCE)MT.1943-5533.0001821

Mohammadinia A, Arulrajah A, Sanjayan J, Disfani M, Bo M-W, Darmawan S (2016) Stabilization of demolition materials for pavement base/subbase applications using fly ash and slag geopolymers: laboratory investigation. J Mater Civ Eng. doi: 10.1061/(ASCE)MT.1943-5533.0001526

Arulrajah A, Mohammadinia A, D’Amico A, Horpibulsuk S (2017) Cement kiln dust and fly ash blends as an alternative binder for the stabilization of demolition aggregates. Constr Build Mater 145:218–225. doi: 10.1016/j.conbuildmat.2017.04.007

Mohammadinia A, Arulrajah A, Sanjayan S, Disfani MM, Darmawan S (2016) Strength development and microfabric structure of construction and demolition aggregates stabilized with fly ash-based geopolymers. J Mater Civ Eng. doi: 10.1061/(ASCE)MT.1943-5533.0001652

Saride S, Avirneni D, Challapalli S (2016) Micro-mechanical interaction of activated fly ash mortar and reclaimed asphalt pavement materials. Constr Build Mater 123:424–435. doi: 10.1016/j.conbuildmat.2016.07.016

Rahman MA, Imteaz M, Arulrajah A, Disfani MM (2014) Suitability of recycled construction and demolition aggregates as alternative pipe backfilling materials. J Clean Prod 66:75–84. doi: 10.1016/j.jclepro.2013.11.005

Santos ECG, Palmeira EM, Bathurst RJ (2013) Behaviour of a geogrid reinforced wall built with recycled construction and demolition waste backfill on a collapsible foundation. Geotext Geomembr 39:9–19. doi: 10.1016/j.geotexmem.2013.07.002

Pereira PM, Vieira CS, Lopes ML (2015) Characterization of construction and demolition wastes (C&DW)/geogrid interfaces. Wastes: solutions, treatments and opportunities—Selected papers from the 3rd edition of the international conference on wastes: solutions, treatments and opportunities, 2015. CRC Press, pp 215–220. ISBN: 978-113802882-1

Vieira CS, Pereira PM (2015) Interface shear properties of geosynthetics and construction and demolition waste from large-scale direct shear tests. Geosynth Int 23(1):62–70

Vieira CS, Pereira PM, Lopes ML (2016) Recycled construction and demolition wastes as filling material for geosynthetic reinforced structures. Interface properties. J Clean Prod 124:299–311

Hatami K, Esmaili D (2015) Unsaturated soil–woven geotextile interface strength properties from small-scale pullout and interface tests. Geosynth Int 22(2):161–172

Lopes ML (2012) Soil–geosynthetic interaction. In: Shukla SK (ed) Handbook of geosynthetic engineering. ICE Publishing, London, pp 45–66

Palmeira EM (2009) Soil–geosynthetic interaction: modelling and analysis. Geotext Geomembr 27(5):368–390

Esmaili D, Hatami K, Miller GA (2014) Influence of matric suction on geotextile reinforcement-marginal soil interface strength. Geotext Geomembr 42(2):139–153

Ferreira FB, Vieira CS, Lopes ML (2015) Direct shear behaviour of residual soil–geosynthetic interfaces—influence of soil moisture content, soil density and geosynthetic type. Geosynth Int 22(3):257–272. doi: 10.1680/gein.12.00037

Lee KM, Manjunath VR (2000) Soil–geotextile interface friction by direct shear tests. Can Geotech J 37(1):238–252

Liu CN, Ho YH, Huang JW (2009) Large scale direct shear tests of soil/PET-yarn geogrid interfaces. Geotext Geomembr 27(1):19–30. doi: 10.1061/(ASCE)GT.1943-5606.0000150

Vieira CS, Lopes ML, Caldeira LM (2013) Sand–geotextile interface characterisation through monotonic and cyclic direct shear tests. Geosynth Int 20(1):26–38. doi: 10.1680/gein.12.00037

Vieira CS, Lopes ML, Caldeira LM (2015) Sand–Nonwoven geotextile interfaces shear strength by direct shear and simple shear tests. Geomech Eng 9(5):601–618. doi: 10.1680/gein.12.00037

Arulrajah A, Rahman MA, Piratheepan J, Bo MW, Imteaz MA (2013) Interface shear strength testing of geogrid-reinforced construction and demolition materials. Adv Civ Eng Mater 2(1):189–200. doi: 10.1520/ACEM20120055

Arulrajah A, Rahman M, Piratheepan J, Bo M, Imteaz M (2014) 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. doi: 10.1061/(ASCE)MT.1943-5533.0000897

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. J Mater Civ Eng 19(7):540–549

EN 933-11 (2009) Tests for geometrical properties of aggregates—part 11: classification test for the constituents of coarse recycled aggregate. CEN

EN 933-1 (2009) Tests for geometrical properties of aggregates—part 1: determination of particle size distribution—Sieving method. CEN

ISO/TS 17892-4 (2004) Geotechnical investigation and testing—Laboratory testing of soil—part 4: determination of particle size distribution. CEN

Berg RR, Christopher BR, Samtani NC (2009) Mechanically stabilized earth walls and reinforced soil slopes design and construction guidelines. FHWA-NHI-10-024 FHWA GEC 011-Vol I. U.S. Department of Transportation, Federal Highway Administration

NCMA (2010) Design Manual for segmental retaining walls, 3rd edn. National Concrete Masonry Association, Virginia

EN 13286-2 (2002) Unbound and hydraulically bound mixtures—part 2: test methods for laboratory reference density and water content—Proctor compaction. CEN

BS 1377-2 (1990) Methods of test for soils for civil engineering purposes. Classification tests. British Standard Institution

ASTM D 4254 (2006) Standard test methods for minimum index density and unit weight of soils and calculation of relative density. American Society for Testing Materials, USA

ASTM D 4253 (2006) Standard test methods for maximum index density and unit weight of soils using a vibratory table. American Society for Testing Materials, USA

EN ISO 12957-1 (2005) Geosynthetics—Determination of the friction characteristics—part 1: direct shear test. CEN - TC 189

ASTM D 5321-02 (2002) Standard test method for determining the coefficient of soil and geosynthetic or geosynthetic and geosynthetic friction by the direct shear method. American Society for Testing Materials, USA

Council Decision 2003/33/EC (2003) Council decision establishing criteria and procedures for the acceptance of waste at landfills pursuant to article 16 of and annex II to directive 1999/31/EC. Off J Eur Union. 46:27–49

EN 12457-4 (2002) Characterisation of waste—Leaching—Compliance test for leaching of granular waste materials and sludges—Part 4: one stage batch test at liquid to solid ratio of 10l/kg for materials with particle size below 10 mm (without or with size reduction), CEN

Townsend TG, Jang Y, Thurn G (1999) Simulation of construction and demolition waste leachate. J Environ Eng 125(11):1071–1081

Barbudo A, Galvín AP, Agrela F, Ayuso J, Jiménez JR (2012) Correlation analysis between sulphate content and leaching of sulphates in recycled aggregates from construction and demolition wastes. Waste Manag 32:1229–1235

Jang Y-C, Townsend T (2001) Sulfate leaching from recovered construction and demolition debris fines. Adv Environ Res 5:203–217

EN 1744-1 (2009) Tests for chemical properties of aggregates. Chemical analysis, CEN  

Lu N, Likos WJ (2006) Suction stress characteristic curve for unsaturated soil. J Geotechn Geoenviron Eng 132(2):131–142

Khoury CN, Miller GA, Hatami K (2011) Unsaturated soil–geotextile interface behavior. Geotext Geomembr 29(1):17–28

Liu C, Zornberg J, Chen T, Ho Y, Lin B (2009) Behavior of geogrid–sand interface in direct shear model. J Geotechn Geoenviron Eng 135(12):1863–1871. doi: 10.1061/(ASCE)GT.1943-5606.0000150

EN ISO 10319 (2008) Geosynthetics—Wide width tensile test. International Organization for Standardization, TC 221