Abstract

Quarry aggregate reserves are depleting rapidly within Australia and the rest of the world due to an increasing demand for aggregates driven by expansion in construction. The annual production of premix concrete in Australia is approximately 30 million cubic meters, while 3–5% of concrete delivered to site remains unused and is disposed of in landfill or crushing plants. The production of coarse aggregates using this waste concrete is potentially a sustainable approach to reduce environmental and economic impact. A testing program has been conducted to investigate mechanical performance and permeation characteristics of concrete produced using a novel manufactured coarse aggregate recycled directly from fresh premix concrete. The recycled coarse aggregate (RCA) concrete satisfied the specified 28-day design strength of 25 MPa and 40 MPa at 28 days and a mean compressive strength of 60 MPa at 90 days. Aggregate grading was observed to determine strength development, while low water absorption, low drying shrinkage, and higher packing density indicate that the RCA concrete is a high-quality material with a dense pore structure. The rough fracture surface of the aggregate increased the bond between C-S-H gel matrix and RCA at the interfacial transition zone. Furthermore, a good correlation was observed between compressive strength and all other mechanical properties displayed by the quarried aggregate concrete. The application of design equations as stated in Australian standards were observed to provide a conservative design for RCA concrete structures based on the mechanical properties.

Highlights

  • Concrete continues to be one of the most dominant materials in modern day construction activities

  • A good correlation was observed between compressive strength and all other mechanical properties displayed by the quarried aggregate concrete

  • A possible alternative source of the recycled coarse aggregate is that of the waste concrete that is unused in construction projects

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Summary

Introduction

Concrete continues to be one of the most dominant materials in modern day construction activities. Replacing coarse aggregates up to 30% with recycled concrete aggregates have marginal effect on compressive strength development [33]. A possible alternative source of the recycled coarse aggregate is that of the waste concrete that is unused in construction projects. At present this is discharged from the mixer, allowed to set and crushed to produce recycled coarse aggregate. Once the mix is dry it allows the fine and the coarse aggregate to be separated and stored for later use This process does not require the concrete to harden as in most concrete recycling techniques, and significantly reduces the time needed in traditional concrete recycling. The observed test results up to 90 days of age are reported, and the variations in properties observed are explained in conjunction with the microstructure development

Research Significance
Materials and Mix Design
Design
Testing
Aggregate Gradation
Mechanical
Shrinkage
The drying shrinkage shrinkage was was observed by the
Conclusions
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