Fresh State Behavior of Self Compacting Concrete Containing Waste Material Fibres

As’ad, Sholihin; Gunawan, Purnawan; Alaydrus, Muhammad Syarif

doi:10.1016/j.proeng.2011.07.101

Cited by 30 publications

(8 citation statements)

References 1 publication

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“…The results of previous studies demonstrated that increasing the fibre volume percentage decreases the workability of concrete and mortar [8,[19][20][21][22]; similar results were obtained in this study. As shown in Table 2, the amount of superplasticizer required to keep the slump flow diameter in the range of 40-60 cm increased as the fibre volume percentage increased.…”

Section: Experiments On Fresh Concretesupporting

confidence: 91%

“…The goal of this study was to find a new application for discarded car timing belts and to improve the characteristics of HPC with waste fibre reinforcement. Several studies have been carried out to examine the use of different types of waste particles in concrete such as PET from waste bottles and rubber and steel from tires [1,[4][5][6][7][8][9][10][11][12]; but the application of car timing belt strands in concrete is new. In this study, polymer strands of discarded car timing belts were extracted and used instead of conventional fibres in HPC.…”

Section: Introductionmentioning

confidence: 99%

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Use of polymer fibres recovered from waste car timing belts in high performance concrete

Khaloo

Esrafili

Kalani

et al. 2015

Construction and Building Materials

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Section: Experiments On Fresh Concretesupporting

confidence: 91%

Section: Introductionmentioning

confidence: 99%

Use of polymer fibres recovered from waste car timing belts in high performance concrete

Khaloo

Esrafili

Kalani

et al. 2015

Construction and Building Materials

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“…Also, the compressive strength and the splitting tensile strength of the concrete decreased when the amount of plastics aggregates increased. Benazzouk et al [16] and other [17][18][19][20][21][22][23][24][25][26][27] have investigated the physical and mechanical properties of cement composites containing shredded rubber waste. The results have shown that the presence of air voids and rubber particles in the matrix reduces the dynamic elastic modulus, which indicates a high level of sound insulation.…”

Section: Introductionmentioning

confidence: 99%

Ultimate Failure Resistance of Concrete with Partial Replacements of Sand by Polycarbonate Plastic Waste Under Impact Load

2020

CER

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Disposal of waste polycarbonate plastic is a serious environmental issue all around the globe, on account of its health hazard and difficulty in land filling. As a possible solution to the problem of polycarbonate plastic waste, an experimental study was conducted to examine the potential of using it as sand replacement in the concrete. This paper examines impact strength properties of concrete in which different amounts 2.5%, 5% and 10% of polycarbonate plastic waste particles were used as sand replacement. For each amount, six beams of 100 mm ×100 mm × 500mm were subjected to 4.5 kg hammer from 480mm height. The number of blows of the hammer required to induce the ultimate failure of the beams were recorded. The results are presented in terms of impact energy required for the ultimate failure. The concrete mixtures exhibited ability to absorb a large amount of impact energy. The polycarbonate plastic waste increased the ultimate failure impact energy of concrete.

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“…Choi et al [11,12] examined the properties of mortar and concrete containing PW as fine aggregate. In the same regard, As'ad et al [24] prepared SCCs via utilizing PW as fiber form and investigated the fresh state behavior of the produced concrete. Soroushian et al [25] stated that polypropylene is used only as synthetic fibers in order to increase the toughness of concrete.…”

Section: Introductionmentioning

confidence: 99%

Effect of Partial Replacements of Sand by Polycarbonate Plastic Waste on the First Crack Impact Resistance of Concrete Beam

2020

CER

View full text Add to dashboard Cite

Disposal of waste polycarbonate plastic is a serious environmental issue all around the globe, on account of its health hazard and difficulty in land filling. As a possible solution to the problem of polycarbonate plastic waste, an experimental study was conducted to examine the potential of using it as sand replacement in the concrete. This paper examines impact strength properties of concrete in which different amounts 2.5%, 5% and 10% of polycarbonate plastic waste particles were used as sand replacement. For each amount, six beams of 100 mm ×100 mm × 500mm were subjected to 4.5 kg hammer from 480mm height. The number of blows of the hammer required to induce the first visible crack of the beams were recorded. The results are presented in terms of impact energy required for the first visible crack. The concrete mixtures exhibited ability to absorb a large amount of impact energy. The polycarbonate plastic waste increased the first crack impact energy of concrete.

show abstract

Fresh State Behavior of Self Compacting Concrete Containing Waste Material Fibres

Cited by 30 publications

References 1 publication

Use of polymer fibres recovered from waste car timing belts in high performance concrete

Use of polymer fibres recovered from waste car timing belts in high performance concrete

Ultimate Failure Resistance of Concrete with Partial Replacements of Sand by Polycarbonate Plastic Waste Under Impact Load

Effect of Partial Replacements of Sand by Polycarbonate Plastic Waste on the First Crack Impact Resistance of Concrete Beam

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