Abstract

Incorporating recycled plastic waste in concrete manufacturing is one of the most ecologically and economically sustainable solutions for the rapid trends of annual plastic disposal and natural resource depletion worldwide. This paper comprehensively reviews the literature on engineering performance of recycled high-density polyethylene (HDPE) incorporated in concrete in the forms of aggregates or fiber or cementitious material. Optimum 28-days’ compressive and flexural strength of HDPE fine aggregate concrete is observed at HDPE-10 and splitting tensile strength at HDPE-5 whereas for HDPE coarse aggregate concrete, within the range of 10% to 15% of HDPE incorporation and at HDPE-15, respectively. Similarly, 28-days’ flexural and splitting tensile strength of HDPE fiber reinforced concrete is increased to an optimum of 4.9 MPa at HDPE-3 and 4.4 MPa at HDPE-3.5, respectively, and higher than the standard/plain concrete matrix (HDPE-0) in all HDPE inclusion levels. Hydrophobicity, smooth surface texture and non-reactivity of HDPE has resulted in weaker bonds between concrete matrix and HDPE and thereby reducing both mechanical and durability performances of HDPE concrete with the increase of HDPE. Overall, this is the first ever review to present and analyze the current state of the mechanical and durability performance of recycled HDPE as a sustainable construction material, hence, advancing the research into better performance and successful applications of HDPE concrete.

Highlights

  • About 2.01 billion tons of Municipal Solid Waste (MSW) is generated annually worldwide, and one third of MSW is openly dumped without managing in an environmentallyfriendly manner [1]

  • Water adsorption of high-density polyethylene (HDPE) fine aggregate concrete has increased from 5% to 10.4%, when recycled HDPE content increases from 0% to 15% [15]

  • After 28 days of curing, the Ultrasonic Pulse Velocity (UPV) test was performed on HDPE fine aggregate concrete and it is observed that the velocity has decreased from

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Summary

Introduction

About 2.01 billion tons of Municipal Solid Waste (MSW) is generated annually worldwide, and one third of MSW is openly dumped without managing in an environmentallyfriendly manner [1]. 9% of plastic waste had been recycled, 12% were incinerated and the majority of 79% was discharged into landfills or openly dumped [3]. Plastic is one of the vastly discharged wastes to the environment which has adversely affected the wildlife, their habitats, and humans continuously over the past few decades. This emphasizes that it is high time to rethink the necessity of plastic recycling and reusing. Out of global plastic production, the polypropylene (PP) and low-density polyethylene (LDPE) account for 17% and 16%, respectively, followed by high-density polyethylene (HDPE) (13%) and polyphthalamide (PP&A) (13%). HDPE is a chemically inert [3,4,5] material and its melting point is at 130 ◦ C while ignition temperature is at 487 ◦ C [9]

Significance the Review
Significance of the Review
Mechanical Properties of HDPE Fine Aggregate Concrete
34 MPa- at HDPE-10
Durability Characteristics of HDPE Fine Aggregate Concrete
Mechanical Properties of HDPE Coarse Aggregate Concrete
Durability Characteristics of HDPE Coarse Aggregate Concrete
Mechanical Properties of HDPE Fiber Reinforced Concrete
Durability Characteristics of HDPE Fiber Reinforced Concrete
Use of HDPE as a Cement Binder
Discussion
Findings
SEM strongerITZ
Conclusions

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