Using Recycled Waste Tyres in Concrete Paving Blocks

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  • 8/8/2019 Using Recycled Waste Tyres in Concrete Paving Blocks

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    Tung-Chai Ling

    Postdoctoral Fellow, Hong Kong

    Polytechnic University, Kowloon,

    Hong Kong

    Hasanan Md. Nor

    Professor, Universiti Teknologi

    Malaysia, Johor, Malaysia

    Siong-Kang Lim

    Assistant Professor, Universiti

    Tunku Abdul Rahman, Selangor,

    Malaysia

    Proceedings of the Institution of

    Civil Engineers

    Waste and Resource Management

    163

    February 2010 Issue WR1

    Pages 3745

    doi: 10.1680/warm.2010.163.1.37

    Paper 800029

    Received 14/10/2008

    Accepted 08/07/2009

    Keywords: materials technology/

    recycling & reuse of materials/

    strength and testing of materials

    Using recycled waste tyres in concrete paving blocks

    T. C. Ling MEng, PhD, H. M. Nor MSc, PhD, PGradDip and S. K. Lim MEng, PhD

    There is general agreement that waste tyres should be

    better managed in order to preserve valuable resources

    and prevent environmental damage as a result of

    improper disposal. This paper describes the use of crumb

    rubber in concrete paving blocks. Existing block material

    is characterised as a composite with high compressive

    strength but with low toughness; the addition of rubber

    improves toughness while meeting minimum strengthrequirements. A total of 4300 rubberised concrete paving

    blocks were produced in a commercial plant, and 348

    were tested for compression and abrasion performance,

    sound absorption, voids and skid resistance. The test

    results revealed that rubber substitution should not

    exceed 20% by sand volume in order to avoid excessive

    reductions in compressive strength. Further investigations

    showed that sound absorption and toughness were

    improved as the rubber content in the mix increased. The

    specimens showed a significant capability for absorbing

    dynamic loading and resisting crack propagation, which is

    beneficial for pavements that require good impact

    resistance properties.

    1. INTRODUCTION

    Industrial by-products or solid wastes that would otherwise be

    discarded as harmful environmental pollutants are being widely

    used as cement or aggregate replacements in concrete, and ways

    of using waste materials in civil engineering applications are

    increasingly being sought. One example is the use of industry

    by-products and solid wastes in highway construction.

    In some Asian countries such as Hong Kong, Japan and Thailand,

    waste management has become an acute problem with rapid

    increases in urbanisation and economic development leading to

    larger quantities of waste materials requiring proper management.

    Generally, solid wastes are disposed of in landfills, but waste

    minimisation, reuse, material recycling and energy recovery are

    being encouraged.

    In order to promote such initiatives, a number of research studies

    have investigated the use of industrial by-products and solid

    wastes in the production of concrete paving block (CPBs). The

    construction industry in Hong Kong generates huge amounts of

    solid waste such as crushed clay brick, crushed ceramic tile,

    crushed waste glass and wood chips. Numerous studies on the

    application of construction and demolition (C&D) wastes as fine

    and coarse aggregate materials (e.g. Chan and Poon, 2006; Lam

    et al., 2007; Poon and Chan, 2006, 2007; Poon and Cheung, 2007;

    Poon et al., 2002) have indicated the possibility of utilising huge

    amounts of C&D wastes in concrete. The use of recycled

    aggregates in CPB production has been successfully implemented

    and is gaining wider acceptance. In addition to the environmental

    benefits of reducing the amount of solid waste sent to landfill,

    utilisation of such wastes also preserves the natural materials that

    would otherwise have been used in concrete production.

    In recent years, the amount of coal ash produced by Japanese

    power plants has reached about 27 000 t/day (Karasawa et al.,

    2003). Fly ash can be used as a substitute for fine aggregate in the

    production of CPB, but only if the fly ash replacement ratio is

    25%. Nutalaya (1994) and Phinyocheep (1998) cite a large amount

    of literature on the applications of fly ash in CPB production. It is

    estimated that about 45 000 t of fly ash lignite is consumed every

    day at the 2025MW Mae-Moh power plant in Thailand, and

    Nutalaya (1994) studied the possibility of using the fly ash in the

    production of low-cost CPBs. Apart from the environmental

    benefits, such a scheme would provide employment for the low-

    income communities living in the vicinity of the power plant.

    2. RESEARCH BACKGROUND

    One of the most common global environmental issues is the

    management of scrap tyres, which are not readily biodegradable

    (Figure 1). Every year, approximately 800 million new tyres are

    produced in every region of the world (Serumagard and

    Blumenthal, 1999). Although the lifetimes of some tyres have been

    prolonged, ultimately they will all be discarded as waste. The

    majority of tyres end up in already congested landfills, becoming

    mosquito breeding places, or are burnt. The melting tyres produce

    large quantities of oil, which contributes to the contamination of

    soil and ground water.

    Recent statistics in Malaysia indicate that the number of

    registered vehicles has doubled over the past ten years (Ling

    et al., 2009b). With 13 million vehicles in Malaysia at present, a

    very large number of scrap tyres are produced every year. The

    Department of the Environment has banned the open burning

    and burying of waste tyres in order to reduce air pollution and

    land instability. Even though several agencies and municipal

    councils are involved, they often have no clear direction in

    relation to waste management. Only a few companies utilise

    shredding to produce crumb rubber and rubber powder (the cost

    of crumb rubber is about RM 1000/t (RM 3.51 US$)). There is

    therefore a clear need to seek and identify economic and

    Waste and Resource Management 163 Issue WR1 Using recycled waste tyres in concrete paving blocks Ling et al. 37