Assessing the potential reuse of recycled glass fibre in problematic soil applications

被引:36
作者
Ahmad, Fauziah [1 ]
Mujah, Donovan [1 ]
Hazarika, Hemanta [2 ]
Safari, Aboulfazl [1 ]
机构
[1] Univ Sains Malaysia, Sch Civil Engn, Perai 14300, Pulau Pinang, Malaysia
[2] Kyushu Univ, Dept Civil & Struct Engn, Fukuoka 812, Japan
关键词
Recycled glass fibres; Soil improvement; Electronic glass waste; Green technology; Fibre coating; REINFORCED PLASTIC WASTE; MECHANICAL-PROPERTIES; BUTADIENE-STYRENE; CONCRETE; COMPOSITES; PERFORMANCE; CEMENT; ASH;
D O I
10.1016/j.jclepro.2012.05.047
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Global environmental consciousness and high disposal cost of glass wastes have influenced the potential use of recycled glass fibres (RGF). The characteristic strength of RGF can be improved and therefore reuse especially in construction industry appropriate to its intended purpose. In this paper, series of experiments were conducted to investigate the mechanical properties of RGF derived from electronic grade glass (E-glass) scraps. The effect of the RGF inclusion in soil strength parameter improvement was also studied by considering different types of soil media, vertical pressures and coating effect. The results show that the mechanical properties of RGF are slightly lower than the original fibres. However, in the presence of acrylonitrile butadiene styrene (ABS) coating, the interfacial friction between soil particles and fibres surface is increased due to the increase in their surface area of contact thus, improving both cohesion value and the angle of internal friction values of the reinforced soil. Likewise, failure envelopes of various soil media reinforced with RGF were observed to be enhanced significantly. The findings from this research show that the presence of RGF reinforcement in reinforced soil leads to a significant increase in the shearing resistance and internal friction angles of soil media. Furthermore, soil fibre matrix deformation is fairly retained, as a result of interlocking action between soil and glass fibres which mobilises the resistance to horizontal shearing stresses. (C) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:102 / 107
页数:6
相关论文
共 30 条
[1]   Performance evaluation of silty sand reinforced with fibres [J].
Ahmad, Fauziah ;
Bateni, Farshid ;
Azmi, Mastura .
GEOTEXTILES AND GEOMEMBRANES, 2010, 28 (01) :93-99
[2]   A review on the utilization of fly ash [J].
Ahmaruzzaman, M. .
PROGRESS IN ENERGY AND COMBUSTION SCIENCE, 2010, 36 (03) :327-363
[3]  
[Anonymous], D308004 ASTM INT
[4]  
[Anonymous], C155703 ASTM INT
[5]   Improvement of the mechanical properties of glass fibre reinforced plastic waste powder filled concrete [J].
Asokan, P. ;
Osmani, Mohamed ;
Price, A. D. F. .
CONSTRUCTION AND BUILDING MATERIALS, 2010, 24 (04) :448-460
[6]   Assessing the recycling potential of glass fibre reinforced plastic waste in concrete and cement composites [J].
Asokan, P. ;
Osmani, M. ;
Price, A. D. F. .
JOURNAL OF CLEANER PRODUCTION, 2009, 17 (09) :821-829
[7]   Glasses as engineering materials: A review [J].
Axinte, Eugen .
MATERIALS & DESIGN, 2011, 32 (04) :1717-1732
[8]   Performance of oil palm empty fruit bunch fibres coated with acrylonitrile butadiene styrene [J].
Bateni, Farshid ;
Ahmad, Fauziah ;
Yahya, Ahmad Shukri ;
Azmi, Mastura .
CONSTRUCTION AND BUILDING MATERIALS, 2011, 25 (04) :1824-1829
[9]  
Belder H.D., 2008, FEDERATION EUROPEENN, V21, P2
[10]  
CAMERON NM, 1968, GLASS TECHNOL, V9, P121