Studies on mechanical properties of concrete containing waste glass aggregate

2004 ◽  
Vol 34 (12) ◽  
pp. 2181-2189 ◽  
Author(s):  
Seung Bum Park ◽  
Bong Chun Lee ◽  
Jeong Hwan Kim
Keyword(s):  
Mechanical Properties ◽  
Waste Glass ◽  
Glass Aggregate

scholarly journals Effect of Waste Glass Addition as a Replacement for Fine Aggregate on Properties of Mortar

Materials ◽  
2020 ◽  
Vol 13 (14) ◽  
pp. 3189 ◽  
Author(s):  
Marcin Małek ◽  
Waldemar Łasica ◽  
Mateusz Jackowski ◽  
Marta Kadela
Keyword(s):  
Mechanical Properties ◽  
Waste Glass ◽  
Fine Aggregate ◽  
Low Carbon ◽  
Glass Cullet ◽  
Split Tensile Strength ◽  
Glass Waste ◽  
Aggregate Content ◽  
Glass Aggregate ◽  
Glass Sand

A responsible approach towards sustainable development requires the use of environmentally friendly, low-carbon, and energy-intensive materials. One positive way is to use glass waste as a replacement for fine natural aggregate. For this purpose, the effects of adding glass cullet to the mechanical properties of mortar were carried out. The glass aggregate made from recycled post-consumer waste glass (food, medicine, and cosmetics packaging, including mostly bottles), were used. This experimental work included four different contents of fine glass cullet (5, 10, 15, and 20 wt.% of fine aggregate). The compressive, flexural, and split tensile strengths were evaluated. Moreover, the modulus of elasticity and Poisson coefficient were determined. The addition of glass sand aggregate increases the mechanical properties of mortar. When comparing the strength, the obtained improvement in split tensile strength was the least affected. The obtained effect for the increased analysed properties of the glass sand aggregate content has been rarely reported. Moreover, it was determined that by increasing the recycled glass sand aggregate content, the density of mortar decreased. In addition, the relationships between the properties for mortar containing glass sand aggregate were observed.

scholarly journals Mechanical Properties of Concrete Modified with Silica Fume and Integral Waterproof and Comparison with Waste Glass Aggregate Concrete

2022 ◽  
Vol 961 (1) ◽  
pp. 012082
Author(s):  
Taghreed Abd-Almahdee Musa ◽  
Hiba Ali Abbas ◽  
Ayam Jabbar Jihad
Keyword(s):  
Mechanical Properties ◽  
Compressive Strength ◽  
Flexural Strength ◽  
Silica Fume ◽  
Strength Test ◽  
Waste Glass ◽  
Fine Aggregate ◽  
Glass Aggregate ◽  
Water Proof ◽  
Strength And Durability

Abstract This study includes the effect of using different dosages of integral waterproof Admixture and silica fume on some mechanical properties of concrete. Concrete improved by using different ratios of integral water proof admixture(IWP admixture) to increase strength and durability, this admixture used as percentages from cement weight in each mix ranged from 0.0% to 2% ( 0.0, 1.0%, 1.2%,1.4%,1.6%,1.8%, and 2%), compressive strength test done for cubes with (10*10*10) cm for each mix. The flexural strength test was done by (10*10*40) cm beams and tested after 28 days of curing. comparison study was made between silica fume mixes properties and mixes without silica fume. Adding IWP admixture leads to increase mechanical properties of ordinary concrete, the reference mix shows compressive strength equal to 26.38 MPa, while mixes with 2% IWP gives 38.8 MPa in this study. The study also includes the effect of using 2 main dosages of silica fume to the mixes that contain IWP, the new concrete with two admixtures show better values of compressive, tensile and flexural strength comparing with mixes with only IWP, the compressive strength increased from 38.8 MPa for ordinary IWP mixes to 52.3 MPa for 10% silica fume concrete mixes, and also the flexural strength increased from 4.8 MPa for mixes with only IWP to 7.3 MPa for mixes modified with 10 % silica fume. Study include also using waste glass as fine aggregate in mixes contain IWP and 10% silica fume and that show more increment in mechanical properties also.

Research on Waste Glass Concrete Elasticity Modulus

2015 ◽  
Vol 744-746 ◽  
pp. 1477-1480 ◽  
Author(s):  
Shi Long Jia ◽  
He Gong ◽  
Bei Chuan Zhang ◽  
Chao Fan Zhang ◽  
Yan Yan Li
Keyword(s):  
Mechanical Properties ◽  
Elasticity Modulus ◽  
Concrete Columns ◽  
Waste Glass ◽  
Replacement Rate ◽  
Glass Waste ◽  
Basic Performance ◽  
Glass Aggregate ◽  
New Material ◽  
The Impact

Waste glass is an industrial waste and household garbage, having a "flash color pollution" notoriety. Although some white glass can be processed into glass again, however, low utilization. But much of the waste glass still cannot be recycled. The key to improve the utilization of waste glass is how to effectively use colored and mixed waste glass. Waste glass aggregate concrete as a new material, the study of its basic performance is not mature. Taking into account the impact of different glass replacement rate on their basic mechanical properties, this paper tests carried out static compressive elasticity modulus test with glass concrete. Study the mechanical properties and deformation performance of glass concrete columns the basis of its basic mechanical properties, in order to obtain the glass concrete column of structure performance parameters.

Mechanical properties and ASR evaluation of concrete tiles with waste glass aggregate

2015 ◽  
Vol 16 ◽  
pp. 49-56 ◽  
Author(s):  
Fabio Paiva Cota ◽  
Caio Cesar Damas Melo ◽  
Tulio Hallak Panzera ◽  
Aloizio Geraldo Araújo ◽  
Paulo Henrique Ribeiro Borges ◽  
...  
Keyword(s):  
Mechanical Properties ◽  
Waste Glass ◽  
Glass Aggregate

Evaluation of Glass Powder-Based Geopolymer Stabilized Road Bases Containing Recycled Waste Glass Aggregate

2020 ◽  
Vol 2674 (1) ◽  
pp. 22-32 ◽  
Author(s):  
Rui Xiao ◽  
Pawel Polaczyk ◽  
Miaomiao Zhang ◽  
Xi Jiang ◽  
Yiyuan Zhang ◽  
...  
Keyword(s):  
Glass Powder ◽  
Waste Glass ◽  
Curing Temperature ◽  
Mechanical Behaviors ◽  
Recycled Materials ◽  
Base Materials ◽  
Waste Glass Powder ◽  
Glass Aggregate ◽  
Pavement Base ◽  
Recycled Waste

As the concept of sustainable pavement gains prominence, a growing number of industrial wastes and recycled materials have been utilized in the pavement industry to preserve natural resources. This study investigates the potential use of waste glass powder-based geopolymer cement as a stabilizing agent in recycled waste glass aggregate (GA) bases. Two recycled materials, waste glass powder (GP) and class F fly ash (FF), were used as the raw materials in the preparation of geopolymer. Virgin aggregate (VA) was replaced by GA at varying replacement ratios as the pavement base materials, and the mechanical behaviors before and after geopolymer stabilization were evaluated. Without stabilization, the incorporation of over 10% GA caused significant detrimental effects on the California bearing ratios (CBR) of base materials, which should be carefully managed in pavement construction. However, all geopolymer stabilized samples showed decent strength properties, indicating the effectiveness of geopolymer stabilization. The use of GA reduced the drying shrinkage of base samples, although the mechanical properties were compromised. During the sample preparation, a higher curing temperature and relative humidity resulted in better mechanical behaviors, and the surface of GA could dissolve in alkaline solution and involve in the geopolymerization at 40°C. The microstructure and minerology of geopolymer stabilizer of base materials were characterized by scanning electron microscopy (SEM) and X-ray defraction (XRD) analyses. This study confirmed the promise of using waste glass-based pavement base materials as the greener substitutes and the potential synergy between waste glass recycling and the pavement industry.

REUSE OF GLASS AND CLAY BRICK WASTES AS SUBSTITUTE FOR NATURAL AGGREGATE IN GREEN CONCRETE

2019 ◽  
Vol 6 (1) ◽  
Author(s):  
Oluwarotimi Olofinnade ◽  
Anthony Ede ◽  
Julius Ndambuki ◽  
Ayanfe Opeyemi
Keyword(s):  
Waste Glass ◽  
Clay Brick ◽  
Green Concrete ◽  
Clay Bricks ◽  
Brick Powder ◽  
Glass Aggregate ◽  
Natural Aggregates ◽  
Glass Wastes ◽  
Powder Content ◽  
Curing Age

Utilization of recycled waste materials in making concrete is identified as a sustainable means of managing wastes, thereby reducing the energy consumption, preserving the environment and conserving of natural resources from depletion. Researchers referred to this type of concrete as "green" concrete. This study examines the possible reusing of crushed waste glass as partial and complete substitute for natural aggregates in production of moderate strength green concrete with the addition of ground clay brick as admixture. The clay bricks were obtained as generated wastes from the ceramic and brick producing factory, while the glass wastes were sourced from dump sites and waste collection points within Ota, Nigeria. The waste glass varied from 25%-100% in steps of 25%, and the ground clay brick was added in 10%, 15% and 20% by mass of Portland cement into the concrete mixes. Tests, which include workability and characteristics strength were carried out on the concrete specimens. Microstructural examination was performed on selected concrete specimens. Results indicate reduction in workability with increased waste glass and clay brick powder content. Moreover, the characteristic compressive strength of the concrete specimens increased with curing age, however, concrete mixes containing 10% clay brick powder and 25% waste glass aggregate showed significant improvement in strength at curing age of 28 days than the control concrete.

Mechanical properties of recycled fine glass aggregate concrete under uniaxial loading

2015 ◽  
Vol 16 (2) ◽  
pp. 275-285 ◽  
Author(s):  
Jiong-Feng Liang ◽  
Ze-Ping Yang ◽  
Ping-Hua Yi ◽  
Jian-Bao Wang
Keyword(s):  
Mechanical Properties ◽  
Uniaxial Loading ◽  
Aggregate Concrete ◽  
Glass Aggregate ◽  
Fine Glass
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