Characterization of unsaturated properties of recycled materials

H. Rahardjo, A. Satyanaga, E. C. Leong, J. Y. Wang

Research output: Chapter in Book/Report/Conference proceedingConference contribution

1 Citation (Scopus)

Abstract

Substantial amounts of waste from industry and construction are produced every day around the world. Much of the wastes consist of concrete aggregate, asphalt shingle, steel slag and copper slag which can be reused as construction materials. Many studies have been carried out to investigate the characteristics of recycled materials under saturated conditions. However, only few studies have been performed to investigate the Water-Characteristic Curve (WCC), permeability and shear strength of these recycled materials under unsaturated conditions. In addition, the use of these recycled materials as construction materials using the principles of unsaturated soil mechanics has not been fully studied. Therefore, this paper focuses on the unsaturated properties, i.e. the drying and wetting WCCs and permeability function of Recycled Concrete Aggregate (RCA), Reclaimed Asphalt Pavement (RAP), Steel Slag (SS), Copper Slag (CS) as well as the unsaturated shear strength of RCA and RAP. In addition, the application of RCA and RAP in Capillary Barrier System (CBS) as a slope cover system is also presented. The experimental results indicated that RCA, RAP, SS and CS have similar characteristics with natural aggregates under saturated and unsaturated conditions. The RCA, RAP, SS and CS with smaller particle sizes, have higher air-entry value, higher water-entry value and lower permeability as compared to those with larger particle sizes. The shear strengths of the RCA and RAP exhibit non-linear behavior with respect to net normal stress. Therefore, nonlinear shear strength equations are used to model the shear strength of the RCA and RAP. The experimental results also showed that the RCA and RAP with smaller particles sizes have lower values of φ′ and φb as compared to those of the coarser RCA and RAP. The results of the numerical analyses also showed that CBS with RCA and RAP is effective in reducing the rainwater infiltration and maintaining the stability of slope, indicating that the RCA and RAP can be used to replace natural aggregates within CBS.

Original languageEnglish
Title of host publicationUnsaturated Soils
Subtitle of host publicationResearch and Applications - Proceedings of the 6th International Conference on Unsaturated Soils, UNSAT 2014
PublisherTaylor and Francis - Balkema
Pages81-91
Number of pages11
ISBN (Print)9781138026896
Publication statusPublished - 2014
Externally publishedYes
Event6th International Conference on Unsaturated Soils, UNSAT 2014 - Sydney, NSW, Australia
Duration: Jul 2 2014Jul 4 2014

Publication series

NameUnsaturated Soils: Research and Applications - Proceedings of the 6th International Conference on Unsaturated Soils, UNSAT 2014
Volume1

Conference

Conference6th International Conference on Unsaturated Soils, UNSAT 2014
Country/TerritoryAustralia
CitySydney, NSW
Period7/2/147/4/14

ASJC Scopus Subject Areas

  • Soil Science

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