Skip to main content
Log in

Evaluation of the complex dynamic modulus of asphaltic concretes manufactured with construction and demolition waste (CDW) aggregates

  • Research Article
  • Published:
Environmental Science and Pollution Research Aims and scope Submit manuscript

Abstract

Currently, there is an overexploitation of natural resources worldwide due to the need to build various types of civil engineering infrastructure, such as buildings, bridges, housing and, in particular, roads. A large number of countries, including Mexico, additionally do not apply adequate treatment to the material resulting from the demolition of this type of work. Both situations generate significant environmental damage and contribute to the non-sustainability of the road construction sector. This research assesses the linear viscoelastic (LVE2) behavior of asphalt concrete specimens made with different combinations of mineral aggregate and construction and demolition waste (CDW). Complex dynamic modulus tests were performed in compression on cylindrical samples at different temperatures and frequency loading. The ANOVA analysis of test results indicate that the stiffness of the different asphalt concretes evaluated, represented by the complex dynamic modulus, tends to decrease with the temperature and increase with load frequency, which are typical of materials with viscous characteristics. The stiffness of the asphalt concrete evaluated does not show significant changes as the CDW aggregate content varies.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10

Similar content being viewed by others

Abbreviations

CDW:

Construction and demolition waste

LVE:

Linear viscoelastic

References

  • Acosta-Alvarez D, Alonso-Aenle A, Tenza-Abril AJ (2018) Laboratory evaluation of hot asphalt concrete properties with Cuban recycled concrete aggregates. Sustainability 10-2:2590

    Article  CAS  Google Scholar 

  • Asphalt Institute (2001). Superpave Mix Design. Superpave series no.2 (SP-02). Asphalt Institute, Lexington, KY

  • Bari J, Witczak MW (2006) Development of a new revised version of the Witczak E Predictive Model for hot mix asphalt mixtures. J Assoc Asphalt Paving Technol 75:381–424

  • Birgisson B, Sholar G, Roque R (2006) Evaluation of a predictive dynamic modulus for Florida mixtures. Transportation Research Record 1929-24:381–424

  • Clyne, R.T., Li, X., Marasteanu, M. O., Skok, E. L. (2003). Dynamic and resilient Modulus of Mn/DOT asphalt mixtures. Minnesota Department of Transportation. St. Paul, Minnesota. Report no. MN/RC – 2003-09

  • Dolan, P. J, Lampo, R. G., Dearbon, J. C. (1999). Concepts for reuse and recycling of construction and demolition waste. Construction engineering research lab, Champaign, IL, USA, ADA368252

  • Dougan C. E., Stephens, J. E., Mahoney, J. Hansen, G. (2003). E* - dynamic Modulus. Test protocol - problems and solutions. Connecticut Department of Transportation. University of Connecticut, report no. CT-SPR-0003084-F-03-3

  • Georgouli K, Loizos A, Plati C (2016) Calibration of dynamic modulus predictive model. Constr Build Mater 102-1:65–75

    Article  Google Scholar 

  • Gómez-Meijide B, Pérez I (2016) Binder - aggregate adhesion and resistance to permanent deformation of bitumen - emulsion - stabilized materials made with construction and demolition waste aggregates. J Clean Prod 129:125–133

    Article  CAS  Google Scholar 

  • Gómez-Meijide B, Pérez I, Airey G, Thom N (2015) Stiffness of cold asphalt mixtures with recycled aggregates from construction and demolition waste. Constr Build Mater 77:168–178

    Article  Google Scholar 

  • Ibrahim M (2016) Estimating the sustainability returns of recycling construction waste from building projects. Sustain Cities Soc 23:78–93

    Article  Google Scholar 

  • Mallela, J., Glover, L. T., Darter, M. I., Von Quintus, H., Gotlif, A., Stanley, M., Sadasivam, S., (2009). Guidelines for implementing NCHRP 1-37A M-E design procedures in Ohio: volume 1 - summary of findings, implementation plan and next steps. Ohio Department of Transportation. Report no. FHWA/OH-2009/9A

  • Mills-Beale J, You Z (2010) The mechanical properties of asphalt mixtures with recycled concrete aggregates. Constr Build Mater 24-3:230–235

    Article  Google Scholar 

  • Ossa A, García JL, Botero E (2016) Use of recycled construction and demolition waste (CDW) aggregates: a sustainable alternative for the pavement construction industry. J Clean Prod 135-1:379–386

    Article  Google Scholar 

  • Paranavithana S, Mohajerani A (2006) Effects of recycled concrete aggregates on properties of asphalt concrete. Resour Conserv Recycl 48-1:1–12

    Article  Google Scholar 

  • Pasandín AR, Pérez I (2013) Laboratory evaluation of hot - mix asphalt containing construction and demolition waste. Constr Build Mater 43:497–505

    Article  Google Scholar 

  • Pasandín AR, Pérez I (2014) Mechanical properties of hot - mix asphalt made with recycled concrete aggregates coated with bitumen emulsion. Constr Build Mater 55:350–358

    Article  Google Scholar 

  • Perez I, Pasandin AR (2017) Moisture damage resistance of hot-mix asphalt made with recycled concrete aggregates and crumb rubber. J Clean Prod 165-1:405–414

    Article  Google Scholar 

  • Pérez, I., Toledano, M., Gallego, J. (2009). Construction and demolition debris in hot mix asphalt. Road pavement material characterization and rehabilitation. 141-146. Reston, EE.UU: American Society of Civil Engineers

  • Radević A, Dureković A, Zakić D, Mladenović G. (2017) Effects of recycled concrete aggregate on stiffness and rutting resistance of asphalt concreteAuthor links open overlay panel. Constr Build Mater 136:383-393

  • R Core Team (2019) R: a language and environment for statistical computing. R Foundation for Statistical Computing, Vienna, Austria https://www.R-project.org/

    Google Scholar 

  • Shen D-H, Du J-C (2004) Evaluation of building materials recycling on HMA permanent deformation. Constr Build Mater 8-6:391–397

    Article  Google Scholar 

  • Shen D-H, Du J-C (2005) Application of gray relational analysis to evaluate HMA with reclaimed building materials. J Mater Civ Eng 17-4:400–406

    Article  CAS  Google Scholar 

  • Silva RV, de Brito J, Dhir RK (2014) Properties and composition of recycled aggregates from construction and demolition waste suitable for concrete production. Constr Build Mater 65:201–217

    Article  Google Scholar 

  • Silva RV, Brito J, Dhir JK (2017) Availability and processing of recycled aggregates within the construction and demolition supply chain: A review. J Clean Prod 143:598–614

  • The U.S. Environmental Protection Agency (EPA) (1998). Characterization of building - related construction and demolition debris in the United States. Franklin Associates, Prairie Village, KS. Report No. EPA530-R-98-010

  • Tran NH, Hall HD (2005) Evaluation of the predictive equation in determining dynamic moduli of typical asphalt mixtures used in Arkansas. J Assoc Asphalt Paving Technol 74:1–17

  • Wahi N, Joseph C, Tawie R, Ikau R (2016) Critical review on construction waste control practices: legislative and waste management perspective. Procedia Soc Behav Sci 224:276–283

    Article  Google Scholar 

  • Williams, M.L., Landel, R.F. and Ferry, J.D. (1955) The Temperature Dependence of Relaxation Mechanisms in Amorphous Polymers and Other Glass-Forming Liquids. J Am Chem Soc 77:3701–3707

  • Witczak MW, and Bari J (2004) Development of a Master Curve (E*) Database for Lime Modified Asphaltic Mixtures. Department of Civil and Environmental Engineering, Arizona State University, Tempe, Arizona, USA

Download references

Acknowledgments

The authors thank Maria Clara Madrigal for her helpful support and comments during the preparation of this paper. The authors also thank the Asphalts plant in Mexico City and the company Concretos Reciclados SA de CV for the donation of the materials used in this investigation.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Alexandra Ossa.

Additional information

Responsible editor: Philippe Garrigues

Publisher’s note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Highlights

• Recycled aggregates are a suitable alternative to be used in the preparation of asphalt mixtures.

• The complex dynamic modulus of asphalt concrete does not show significant changes as the percentage of aggregate CDW varies.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Esparza, LA., Ossa, A. & Botero, E. Evaluation of the complex dynamic modulus of asphaltic concretes manufactured with construction and demolition waste (CDW) aggregates. Environ Sci Pollut Res 27, 11575–11586 (2020). https://doi.org/10.1007/s11356-020-07727-2

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11356-020-07727-2

Keywords

Navigation