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1

Taher, Muntadher J., Tareq S. Al-Attar, and Aqeel S. Al-Adili. "Compatibility and Mechanical Performance of High-Strength Self-Compacting Concrete Produced with Recycled Glass Powder." Civil and Environmental Engineering 20, no. 2 (2024): 1107–19. https://doi.org/10.2478/cee-2024-0080.

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Abstract Due to its large activity and raw material use, construction offers great recycled material potential. Demolition and construction waste affect the cycle. Broken window glass powder can replace self-compacting concrete due to its pozzolanic properties. This study will quantify high-strength self-compacting concrete’s compatibility and mechanical characteristics (HSSCC) with varied amounts of waste glass powder. This study explored using limestone powder with 0.46 µm waste glass powder (WGP) as a filler in self-compacting concrete (SCC) mixtures. Waste glass powder (WGP) was tested as
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2

Raza, Asif. "Mechanical Performance of Lean Mortar by Using Waste Glass Powder as a Replacement of Cement." International Journal for Research in Applied Science and Engineering Technology 10, no. 8 (2022): 1447–53. http://dx.doi.org/10.22214/ijraset.2022.46424.

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Abstract: In present life, glass is used in construction, soft-drink bottles, medicinal bottles, automobiles, mirrors, windscreen, doors, windows, decorative items, tube lights, bulbs and other electronic gadgets etc. Glass has limited life period, so after completion of its utility period it is either stock piled or sent to landfills without being recycled. The aim of this work was to use the waste glass powder (WGP) as a partial replacement of cement for making mortar and compare its performance with normal cement mortar mix of ratio 1:3. In this research various types of waste coloured glas
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3

Zhu, Jichao, Xinyu Meng, Baoyuan Wang, and Qianhao Tong. "Experimental Study on Long-Term Mechanical Properties and Durability of Waste Glass Added to OPC Concrete." Materials 16, no. 17 (2023): 5921. http://dx.doi.org/10.3390/ma16175921.

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This study aims to achieve the sustainable utilization of waste glass resources through an investigation into the influence of three types of admixtures, namely waste glass powder (WGP) (G), waste glass powder–slag (G-S), and waste glass powder–fly ash (G-F), on the mechanical properties and durability performance of waste glass concrete. The experimental results demonstrate that the exclusive use of WGP as an admixture led to the relatively poor early compressive strength of the concrete, which decreased with an increase in dosage. However, at medium to long curing ages, the strength of the w
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4

Igbani, S., Nelson Tombra Akari, S. P. Peletiri, and J. J. Ambaga. "Improving the Rheological Properties of Water-based Drilling Muds Using Waste Glass Powder." Biotechnology Journal International 28, no. 6 (2024): 73–86. http://dx.doi.org/10.9734/bji/2024/v28i6751.

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In this study, we examined the rheological characteristics of water-based drilling muds incorporated with waste glass powder (WGP) of eight different weights (0, 1.5, 2.0, 2.5, 3.0, 3.5, 4.0, and 4.5 g). The waste glass powder was analysed using FTIR spectroscopy, SEM-EDS, XRD, and particle size analyser, to determine the specific components or compounds present, and the predominate particle size. The analyses showed that the waste glass powder mainly consisted of silicone oxides (SiO2), indicating that it is a pozzolanic material. Moreover, the dimensions of the particles had a substantial im
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5

Al-Neami, Mohammed A., and Maha H. Nsaif. "Remediation of Expansive Soils Utilizing Waste Glass Powder." IOP Conference Series: Earth and Environmental Science 1374, no. 1 (2024): 012027. http://dx.doi.org/10.1088/1755-1315/1374/1/012027.

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Abstract Some types of plastic clay swell significantly when water comes into contact with them and then suffer from shrinkage when they lose water. Buildings built on such soil are exposed to many problems due to the increased uplift forces on the foundation generated by the swell. Traditional methods of stabilizing these soils are costly; therefore, recycled materials are introduced as alternative solutions to enhance the problematic soil due to their low in cost and reasonable engineering properties. In this study, five percentages of waste glass powder WGP (3, 6, 9, 12, and 15%) were mixed
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6

Cihan, Mehmet Timur, and Veysel Akyüncü. "Statistical analysis of mechanical properties of waste glass powder substituted glass fiber mortars by ANOVA." Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi 14, no. 2 (2025): 580–87. https://doi.org/10.28948/ngumuh.1558323.

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Using waste in the cement and concrete industry helps reduce costs and the need for large storage spaces for waste disposal. In particular, disposing of waste glass powder (WGP) from the glass industry requires significant storage capacity. Therefore, utilizing WGP as a raw material in construction is both an environmentally and economically viable solution. This study examined the workability, flexural strength, compressive strength, and splitting tensile strength of glass fiber-reinforced mortars containing WGP. A face-centered composite design was used to determine 13 test points. The fiber
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7

Zhou, Changshun, Mingyong Li, Quang Dieu Nguyen, et al. "Application of Waste Glass Powder for Sustainable Concrete: Design, Performance, Perspective." Materials 18, no. 4 (2025): 734. https://doi.org/10.3390/ma18040734.

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Waste glass (WG) is a solid waste with increasing reserves, and its disposal has become a global issue. The application of WG in the construction industry is one of the promising pathways for recycling WG while reducing high-cost WG landfills. This study is conducted to systematically review the potential effects of WG as both a cement and aggregate replacement on the mechanical and durability properties of cementitious composites. Different waste glass powders (WGP) can lead to various effects on both the workability and hydration of cementitious composites. 10 to 20 wt% WGP as supplementary
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8

Hong, Yuze, Xinyi Xu, Chaojie Zhang, Zehai Cheng, and Guanshe Yang. "Microscopic Mechanism and Reagent Activation of Waste Glass Powder for Solidifying Soil." Buildings 14, no. 5 (2024): 1443. http://dx.doi.org/10.3390/buildings14051443.

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Glass waste products represent a significant environmental concern, with an estimated 1.4 billion tons being landfilled globally and 200 million tons annually. This results in a significant use of land resources. Therefore, it would be highly advantageous to develop a new method for disposing of waste glass. Waste glass can be recycled and ground into waste glass powder (WGP) for use in solidified soil applications as a sustainable resource. This study is based on solidified soil research, wherein NaOH, Ca(OH)2, and Na2SO4 were incorporated as activators to enhance the reactivity of WGP. The o
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9

Suresh, A. Kumar, M. Muthukannan, A. D. K. B. Irene, K. Kumar Arun, and A. Chithambar Ganesh. "Flexural Behaviour of Reinforced Geopolymer Concrete Incorporated with Hazardous Heavy Metal Waste Ash and Glass Powder." Materials Science Forum 1048 (January 4, 2022): 345–58. http://dx.doi.org/10.4028/www.scientific.net/msf.1048.345.

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The flexural behavior of Incinerated Bio-Medical Waste Ash (IBWA) – Ground Granulated Blast Furnace Slag (GGBS) based Reinforced Geopolymer Concrete (RGPC) beams with Waste Glass Powder (WGP) as fine aggregate is explored in this research. The fine aggregate (M-Sand) is substituted by varying the waste glass powder as 0 percent, 5 percent, 10 percent, 15 percent, 20 percent, 25 percent, 30 percent, 35 percent, 40 percent, 45 percent, and 50 percent, and the mixture is cured under atmospheric curing. The impact of the WGP weight percentage on the flexural behavior of GPC beams is analyzed. The
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10

Arum, C., S. P. Akande, and S. A. Alabi. "STRENGTH EVALUATION OF POZZOLANIC CONCRETE CONTAINING CALCINED CERAMIC WASTE AND GLASS WASTE POWDER." FUTA JOURNAL OF ENGINEERING AND ENGINEERING TECHNOLOGY 16, no. 1 (2022): 113–19. http://dx.doi.org/10.51459/futajeet.2022.16.1.420.

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The problems associated with the production of cement used for concrete such as emission of toxic gases, high energy demand, and natural resources consumption, constitute adverse effects on ecology and the economy. However, the use of construction and demolition wastes such as ceramic tiles and glass waste as a partial replacement for cement will help in mitigating the aforementioned problems. Therefore, this study presents the results of an experimental investigation on the strength property of concrete made by partially replacing cement with Calcined Ceramic Waste (CCW) and Waste Glass Powde
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11

Swamy, G. Madhava, and P. Sucharitha. "Analysis of a New Type of Concrete that Partially Replaces Cement with GGBS and Glass Powder." International Journal for Research in Applied Science and Engineering Technology 12, no. 12 (2024): 2184–91. https://doi.org/10.22214/ijraset.2024.66178.

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Abstract: With the exponential growth of industrialization, industrial by-products are also increasing day by day. One of the byproducts of the steel industry is ground granulated blast furnace slag (GGBS). In addition, GGBS is a good cement mortar due to its durability and strength, and glass waste is a waste material that can replace cement. After 28 days, the pozzolanic reaction between cement hydration and glass powder showed that cement replacement did not affect the compressive strength of concrete. The use of GGBS and waste glass powder (WGP) is the focus of this article. In this experi
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12

Sivasuriyan, Arvindan, and Eugeniusz Koda. "Incorporation of Waste Glass Powder in the Sustainable Development of Concrete." Materials 18, no. 14 (2025): 3223. https://doi.org/10.3390/ma18143223.

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The steep incline in the rising need for sustainable construction materials has marked the emerging trend of comprehensive research on utilizing waste glass powder (WGP) as a partial substitute for fine aggregates, such as cement, and coarse aggregates in concrete preparation. This review thoroughly examines WGP-incorporated concrete in terms of its mechanical and durability properties. It explores compressive, tensile, and flexural strength, as well as its resistance to freeze–thaw cycles, sulfate attack, and chloride ion penetration. The characteristic microstructure densification, strength
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13

Yusuf, Moruf Olalekan, Khaled A. Alawi Al-Sodani, Ali H. AlAteah, et al. "Performances of the Synergy of Silica Fume and Waste Glass Powder in Ternary Blended Concrete." Applied Sciences 12, no. 13 (2022): 6637. http://dx.doi.org/10.3390/app12136637.

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The quest to enhance public health and the need for a reduction in the environmental solid wastes have prompted this study. Despite abundant studies on silica fume (SF or S) and waste glass powder (WGP or G), there is a need to understand the interaction of WGP with SF in the production of ordinary Portland cement (OPC or C)-based concrete using the water/binder ratio of 0.42. The investigated concrete comprised 90 wt.% of OPC and 10 wt.% of WGP+SF. The samples were denoted as C90GxS10−x such that x varied from 0–10 wt.% at the interval of 2.5. The findings revealed that an increase in the WGP
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14

Salem Al-Ahdal, Basheer Mohammed, Li Bi Xiong, and Rana Faisal Tufail. "Mechanical properties of concrete containing Fly Ash, Rice Husk Ash and Waste Glass Powder." Civil Engineering Journal 4, no. 5 (2018): 1019. http://dx.doi.org/10.28991/cej-0309153.

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This paper for the first time investigates the workability, compressive and tensile strength of concrete containing Fly Ash, Rice Husk Ash and Waste Glass Powder. Seventy six cube specimen (150 150 150 mm were cast with different composition of Fly Ash, Rice Husk Ash ,Waste Glass Powder and steel fibers. The cubes were tested for axial compression and tensile tests. The research also investigated the effect of curing regime on the compressive and tensile strength of concrete cube specimen. The results revealed that the addition of 15 % Rice Husk Ash and 39% Fly Ash increased the workability of
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15

Zeybek, Özer, Yasin Onuralp Özkılıç, Memduh Karalar, et al. "Influence of Replacing Cement with Waste Glass on Mechanical Properties of Concrete." Materials 15, no. 21 (2022): 7513. http://dx.doi.org/10.3390/ma15217513.

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In this study, the effect of waste glass on the mechanical properties of concrete was examined by conducting a series of compressive strength, splitting tensile strength and flexural strength tests. According to this aim, waste glass powder (WGP) was first used as a partial replacement for cement and six different ratios of WGP were utilized in concrete production: 0%, 10%, 20%, 30%, 40%, and 50%. To examine the combined effect of different ratios of WGP on concrete performance, mixed samples (10%, 20%, 30%) were then prepared by replacing cement, and fine and coarse aggregates with both WGP a
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16

Li, Liuxi, Chao Deng, Yi Zhou, et al. "Stability and Rheological Properties of Grouts with Waste Glass Powder as Cement Replacement: Influences of Content and Alkali Activator." Materials 18, no. 2 (2025): 353. https://doi.org/10.3390/ma18020353.

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Effective recycling and utilization of waste glass is a critical issue that urgently needs to be addressed. This study aims to explore the feasibility of using ground waste glass powder (particle size ≤ 75 μm) as a supplementary cementitious material to partially replace cement in the preparation of low-carbon and environmentally friendly grouting materials. The research systematically evaluates the impact of waste glass powder (WGP) on the fresh properties (particularly the stability and rheological characteristics) of cement-based grouting materials under various conditions, including WGP co
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17

Taher, Shaafan Abdullah. "The Influence of Waste Glass Powder on Characteristics of Clay Soil in Kurdistan Region of Iraq." IOP Conference Series: Earth and Environmental Science 1507, no. 1 (2025): 012064. https://doi.org/10.1088/1755-1315/1507/1/012064.

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Abstract The increasing amount of waste produced worldwide, including Iraq and KRI, is an environmental issue that demands creative solutions, for managing waste and stabilizing soil effectively. The study explores how adding waste glass powder (WGP) to clay soil can improve its engineering properties in KRI. The research examines the impact of WGP on factors, such as Atterberg limits, compaction, CBR and swelling through experiments conducted in the laboratory. The results suggest that incorporating WGP results, in changes in soil characteristics such as decreasing Atterberg limits and swelli
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18

Hasan, Kamrul, Noshin Anjum Fariha, Jummana Benta Bashar, Ahmed K. Alakhali, and Fadzil Mat Yahaya. "An experimental investigation on the mechanical performance of sustainable asphalt pavement incorporating waste glass powder." IOP Conference Series: Earth and Environmental Science 1444, no. 1 (2025): 012003. https://doi.org/10.1088/1755-1315/1444/1/012003.

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Abstract The disposal of waste glass (WG) poses a challenge due to its non-decomposable nature. Recycling WG plays a key role in sustainability, given its significant contribution to the global waste stream. This study investigates the use of waste glass powder (WGP), with a maximum size of 0.15 mm, as an aggregate inclusion at varying percentages (4%, 7%, and 10%) by weight to asphalt mixtures to enhance pavement strength and promote sustainable waste management. Therefore, in this research, mechanical characteristics, including Marshall stability and resilient modulus tests of modified aspha
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19

Almansoori, A., R. A. Ghadban, M. H. Ali, and M. M. Sabri. "Studying the influence of waste glass and montmorillonite powders on the thermal conductivity and hardness of poly(methyl methacrylate) polymer matrix." Journal of Achievements in Materials and Manufacturing Engineering 118, no. 2 (2023): 49–56. http://dx.doi.org/10.5604/01.3001.0053.7661.

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The present study aims to evaluate the effect of montmorillonite nanoclay (MMT) and waste glass powder (WGP) on the hardness and thermal conductivity of PMMA polymer composites. Thus, this study concentrates on the potential use of MMT and WGP as reinforcements, in different concentrations, in PMMA polymer matrix, with the expectation of improving the performance of PMMA polymer composites in various applications.There is a growing demand for PMMA with increased mechanical properties and thermal stability for applications where inorganic glass would fail. Montmorillonite (MMT) clay and Waste G
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20

Deng, Qi, Shuai Zou, Yonghui Xi, and Amardeep Singh. "Development and Characteristic of 3D-Printable Mortar with Waste Glass Powder." Buildings 13, no. 6 (2023): 1476. http://dx.doi.org/10.3390/buildings13061476.

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Three-dimensional concrete printing (3DCP) is emerging as an innovative technology and shows promise to revolutionize conventional construction modes. However, the current 3D-printed concrete (3DPC) generally requires higher cement content than conventional concrete to ensure its rheology for printing. From the perspective of cleaner production and reduce carbon emissions, this study explored the feasibility of replacing parts of cement with waste glass powder (WGP, 0%, 20%, 40%, and 60% by mass) and compared the properties of the developed 3DPC, including fluidity (flowable spread), rheology,
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21

El-Mandouh, Mahmoud A., Jong-Wan Hu, and Ahmed S. Abd El-Maula. "Behavior of Waste Glass Powder in Concrete Deep Beams with Web Openings." Buildings 12, no. 9 (2022): 1334. http://dx.doi.org/10.3390/buildings12091334.

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Waste Glass Powder (WGP) could be used as a cement replacement additive to manufacture concrete and solving the problem of environmental pollution. The experimental program was made up of ten simply supported reinforced High-Strength Concrete (HSC) deep beams tested under static loadings. Five beams were with WGP, while the other five beams were without WGP. Eight beams had web openings while two reference beams were without openings. The principal studied parameters were the effect of using WGP, and the location and size of web openings. Using the three-dimensional finite element computer pro
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Hassan, Ali, Md Atowar Rahman Prodhan, Saydur Rahman Rayad, Md Zakaria, Abdullah Al Mamun, and Mst Julia Akter. "Enhancing the Mechanical and Durability Properties of Burnt Clay Bricks Using Waste Glass Powder." European Journal of Applied Science, Engineering and Technology 2, no. 6 (2024): 234–46. https://doi.org/10.59324/ejaset.2024.2(6).25.

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The increased demand for construction materials and environmental hazards due to industrial-associated wastes provide scope for sustainable solution pathways. Hence, this study focused on determining the possibility of using waste glass powder as a replacement for clay in burnt clay bricks for improved mechanical performance and durability. According to the tests performed under ASTM, the bricks were executed for compressive strength, modulus of rupture, water absorption, apparent porosity, efflorescence resistance, and ultrasonic pulse velocity for various WGP substitutions starting from 0% a
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Hassan, Ali, Md Atowar Rahman Prodhan, Saydur Rahman Rayad, Md Zakaria, Mamun Abdullah Al, and Mst Julia Akter. "Enhancing the Mechanical and Durability Properties of Burnt Clay Bricks Using Waste Glass Powder." European Journal of Applied Science, Engineering and Technology 2, no. 6 (2024): 234–46. https://doi.org/10.59324/ejaset.2024.2(6).25.

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The increased demand for construction materials and environmental hazards due to industrial-associated wastes provide scope for sustainable solution pathways. Hence, this study focused on determining the possibility of using waste glass powder as a replacement for clay in burnt clay bricks for improved mechanical performance and durability. According to the tests performed under ASTM, the bricks were executed for compressive strength, modulus of rupture, water absorption, apparent porosity, efflorescence resistance, and ultrasonic pulse velocity for various WGP substitutions starting from 0% a
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24

Zhao, Yi, Bin Meng, Xiaosan Yin, and Yijie Bao. "The Sustainable Use of Waste Glass Powder in Concrete-Filled Steel Tubes: A Mechanical and Economic Analysis." Buildings 14, no. 12 (2024): 3892. https://doi.org/10.3390/buildings14123892.

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By incorporating waste glass into concrete-filled steel tube columns, this study aims to mitigate the environmental impacts associated with the production of cement and concrete while simultaneously reducing costs. This research investigates the effects of replacing the cement in concrete with an equal mass of waste glass powder (WGP) at five different replacement rates—0%, 5%, 15%, 30%, and 60%—and focuses on the mechanical behaviors and value coefficients of concrete-filled steel tubes (CFSTs), which are evaluated through axial compression tests and value engineering methods. The results ind
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Ren, Fengming, Xiwen Zhang, Mingxin Lin, Qing Wang, and Jing Sun. "Recycling Local Waste Glass Bottles into Cement Paste: Effect on Hydration, Microstructure, and CO2 Emission." Materials 16, no. 18 (2023): 6195. http://dx.doi.org/10.3390/ma16186195.

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Large amounts of waste glass are generated along with the manufacturing of glass products, causing detrimental effects on the environment. Through crushing and ball-milling, waste glass powder (WGP) can be acquired from glass bottles and has been suggested in cementitious systems due to its potential pozzolanic activity. To better understand the impact of WGP on cementitious composites, experimental tests of rheology, heat of hydration, and strength development were conducted on cement pastes with and without WGP. Results show that the rheological performance of cement paste is improved when W
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Olii, Muhammad Ramdhan, Andi Sahrul Hidayat, Maxidin Saliko, Triyadi Santoso, Mohamad Alfandi Hippy, and Ririn Pakaya. "ENVIRONMENTALLY FRIENDLY CONCRETE USING WASTE GLASS POWDER (WGP) AS A PARTIAL SUBSTITUTE OF CEMENT." Jurnal Teknik Sipil 12, no. 2 (2023): 140–46. http://dx.doi.org/10.24815/jts.v12i2.32883.

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The utilization of waste materials in concrete production is gaining significant attention as a means to mitigate environmental issues and promote sustainable construction practices. This study investigates the potential of waste glass powder (WGP) as a partial replacement for cement in concrete. The aim is to evaluate the effects of WGP on the properties and performance of concrete, with a focus on enhancing sustainability and reducing the environmental impact associated with cement production. The experimental investigation involved preparing concrete mixtures with varying proportions of WGP
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Wang, Yanru, Yubin Cao, Peng Zhang, and Yuwei Ma. "Effective Utilization of Waste Glass as Cementitious Powder and Construction Sand in Mortar." Materials 13, no. 3 (2020): 707. http://dx.doi.org/10.3390/ma13030707.

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The purpose of this study is to investigate the availability of waste glass as alternative materials in sustainable constructions. Collected waste glass was ground into waste glass powder (WGP) with similar particle size distribution as Portland cement (PC) and waste glass sand (WGS) with similar grade as sand. The compressive strength was investigated through the Taguchi test to evaluate the effect of different parameters on WGP-blended mortar, which include WG-replacement rate (G/B, 0, 10%, 20%, 30%), water/binder ratio (w/b, 0.35. 0.40, 0.50, 0.60), cementitious material dosage (Cpaste, 420
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Thaskeen, Rahila. "Black Cotton Soil Stabilization Using Waste Glass Powder and Sawdust Ash." International Journal for Research in Applied Science and Engineering Technology 13, no. 3 (2025): 3101–6. https://doi.org/10.22214/ijraset.2025.68006.

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This project investigates the use of waste glass powder (WGP) and sawdust ash (SDA) as stabilizing agents for black cotton soil, known for its expansive nature and low bearing capacity. The study explores how these materials can improve the soil’s engineering properties, such as reducing plasticity, increasing shear strength, compaction characteristics, and California Bearing Ratio (CBR). Laboratory tests, including Atterberg's limits, compaction, CBR, and unconfined compression tests, were conducted with varying proportions of WGP and SDA. The results show that these stabilizing agents signif
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Tsegaye Woldesenbet, Tewodros. "Strength Improvement of Black Cotton Soil Using Plastic Bottles and Crushed Glass Wastes." Journal of Engineering 2023 (June 22, 2023): 1–11. http://dx.doi.org/10.1155/2023/1583443.

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The aim of this study was to improve the strength of black cotton soil for its suitability for road subgrade construction using wastes from plastic bottles and glass waste powders. Currently, nondecomposable wastes from plastic and glasses have become threats to the human health and the environment. This study used the wastes to replace cement, since the cost of cement raised due to energy and raw material to use as stabilizer in weak soil. The glass powder (WGP) and the plastic chips were mixed with the soil sample with a percentage by dry weight of 6%, 12%, 18%, and 24% of WGP and 2%, 4%, 6%
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Pampana, Lavanya Devi, Yeswanth Paluri, Y. Rebka, and A. Hemanth. "Evaluating the Mechanical Performance of Waste Glass Powder as a Fine Aggregate Substitute to Enhance Sustainability in Concrete Production." IOP Conference Series: Earth and Environmental Science 1280, no. 1 (2023): 012021. http://dx.doi.org/10.1088/1755-1315/1280/1/012021.

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Abstract The concrete industry poses a significant challenge to sustainability since it ranks among the foremost users of natural resources. The utilization of river sand as a fine aggregate result in the degradation of natural resources, depletion of groundwater levels, subsidence of bridge piers, and degradation of riverbeds. By substituting fine aggregate with waste glass in a specified proportion and gradation, the requirement for river sand may be reduced, therefore mitigating the adverse impacts of river dredging. This substitution has the potential to contribute to the sustainability of
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Esam Shareef, Mohammad, Dheyaa Ghanim Abdulrazzaq, and Murtatha Alshijlawi. "Investigation of Using Waste Glass Powder (WGP) as a Partial Natural Sand Replacement in Concrete for a Potential Use in Iraqi Construction Field." Civil and Environmental Engineering 19, no. 2 (2023): 700–713. http://dx.doi.org/10.2478/cee-2023-0063.

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Abstract Glass waste contributes about 5% of the total solid waste generated worldwide that ends up in landfills without recycling resulting in considerable environmental harm. In this research, Waste Glass Powder (WGP) was studied to be used as a supplementary material substituted with sand in the concrete mix. The concrete mixes were prepared by replacing the natural sand with WGP in weight proportions of 10% to 50%, with a 10% increment to examine the mechanical effect of WGP addition on concrete performance in the fresh and hardened status. The concrete mixes were tested to evaluate the co
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32

Bal, Bekir Cihad, and Nasır Narlioğlu. "Effect of waste glass reinforcements particle size on some properties of HDPE-based composites." Tribology and Materials 4, no. 1 (2025): 29–37. https://doi.org/10.46793/tribomat.2025.001.

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Composites were produced by mixing waste glass powder (WGP) of different particle sizes (from 841 μm to smaller than 177 μm) with high-density polyethylene (HDPE) to determine the effects of WGP particle size on some properties of HDPE. WGP was added into HDPE at a rate of 25 wt. % and then mixed with an extruder. As WGP particle sizes decreased, the densities of the composites increased. Adding WGP to HDPE increased the modulus and hardness values of the composites. The lowest flexural modulus was 1079 N/mm2 in the composite with WGP between 400 and 841 μm, and the highest flexural modulus wa
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Kissambinova, Aizhan, Chang Seon Shon, Ayazhan Bazarbekova, Saken Sandybay, Di Chuan Zhang, and Jong Ryeol Kim. "High Sulfate-Bearing Kaolin Clay Stabilization with Waste Glass Powder before and after Mellowing Process." Key Engineering Materials 920 (May 16, 2022): 232–38. http://dx.doi.org/10.4028/p-2y75dh.

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Road construction on sulfate-bearing soils is a worldwide concern because it is associated with a volume swelling stability issue due to the ettringite formation. Several treatment techniques were developed to solve this problem and improve geotechnical soil properties, including using pozzolanic materials and applying the mellowing process. This research evaluated the combined effect of cement and waste glass powder (WGP) on stabilizing sulfate-bearing soil before and after the mellowing procedure. Total six mixtures were developed, which includes 4% cement, 4% cement + 2% WGP, and 4% cement
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Khan, Fasih Ahmed, Khan Shahzada, Qazi Sami Ullah, Muhammad Fahim, Sajjad Wali Khan, and Yasir Irfan Badrashi. "Development of Environment-Friendly Concrete through Partial Addition of Waste Glass Powder (WGP) as Cement Replacement." Civil Engineering Journal 6, no. 12 (2020): 2332–43. http://dx.doi.org/10.28991/cej-2020-03091620.

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This paper presents the study carried out on the utilization of Waste Glass Powder (WGP) as supplementary cementitious material in concrete. The evaluation of the influence of WGP on the mechanical properties of concrete was carried out by casting and testing of concrete samples as per ASTM standards (cylinders and beam elements). The control samples were designed to represent field conditions with a target compressive strength of 20,000 kPa. The Portland cement in concrete was substituted with WGP in proportions of 0%-35% by weight, in increments of 5%. Two curing domains were adopted in the
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Rabiu, Balikis Omotola, and Mohammad Ali Mosaberpanah. "Sustainable Utilization of Waste Glass Powder and Brick Dust as Cement Replacements: Effects on Mortar Performance and Environmental Benefits." Sustainability 17, no. 3 (2025): 1298. https://doi.org/10.3390/su17031298.

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With respect to sustainability, the material must maintain the quality and properties of concrete and be safe for human health, the environment, and long-time use. In recent times, the emission of CO2 from cement production processes has lessened with the passage of time due to its effect on the environment. In order to lessen the emissions and reduce environmental waste, available by-products with pozzolanic properties are applied. With respect to Portland limestone cement (CEMI II-BL), i.e., cement with lower carbon dioxide emissions and better workability than CEM I, the two main materials
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Adediran, Adeolu, Abayomi Akinwande, Oluwatosin Balogun, et al. "EVALUATION OF THE INFLUENCE OF WASTE GLASS POWDER (WGP) ON THE THERMO-MECHANICAL PERFORMANCE OF FIRED CERAMICS." Acta Metallurgica Slovaca 26, no. 3 (2020): 84–94. http://dx.doi.org/10.36547/ams.26.3.605.

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Effects of elevated temperature on thermo-mechanical properties of fired ceramic products reinforced with waste glass powder (WGP) were reported. Samples were produced by the addition of WGP to clay in varied amount and oven dried samples were fired in an electric furnace which was operated 1200 oC. Compressive and flexural strength were examined at room temperature and at elevated temperatures of 100, 300, 500, 700, and 900 oC. Results showed that, compressive strength and flexural strength reduced at elevated temperatures. Thermal conductivity, diffusivity, and emissivity were higher with in
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Palakudtewar, Durgesh. "Sustainable Cement Alternatives: A Comprehensive Review of Sugarcane Bagasse Ash and Waste Glass Powder Utilization." International Journal for Research in Applied Science and Engineering Technology 13, no. 6 (2025): 1880–88. https://doi.org/10.22214/ijraset.2025.72203.

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The rapid expansion of the construction industry has led to a significant rise in cement consumption, contributing to increased carbon dioxide emissions and the depletion of natural resources. In response, there is growing interest in sustainable alternatives, particularly the use of industrial and agricultural waste as supplementary cementitious materials (SCMs). This review paper examines the potential of Sugarcane Bagasse Ash (SCBA), a by-product of the sugar industry, and Waste Glass Powder (WGP), derived from discarded glass, as partial replacements for cement in concrete. Owing to their
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Singh, Sukhvinder, and Preet Pal Singh. "Partial Replacement of Coarse Aggregate with RCA and Cement with Waste Glass Powder & Slag in M30 Rigid Pavement." International Journal of Research 12, no. 1 (2025): 675–91. https://doi.org/10.5281/zenodo.14770242.

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<em>The construction of rigid pavements traditionally relies on natural aggregates and cement, both of which have significant environmental impacts. In recent years, there has been growing interest in utilizing waste materials as alternative components in pavement construction to promote sustainability and reduce the ecological footprint. This study looks into how waste products, like ground granulated blast-furnace slag (GGBFS),waste glass powder(WGP) and recovered concrete aggregates, can be used to make construction more sustainable especially when it comes to cement-based materials used fo
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PASHTOON, Muhammad Israr, Shafi Ullah MİAKHİL та Mohammad Mukhlis BEHSOODİ. "Waste Glass “An Alternative of Cement and Fine Aggregate in Concreteˮ". International Journal of Engineering Technologies IJET 8, № 2 (2023): 70–76. http://dx.doi.org/10.19072/ijet.1143637.

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The major aim of this study is to use Waste Glass Powder (WGP) which is obtained from grinding glass waste using an abrasion apparatus, as cement and a fine aggregate substitute in concrete. The physical and mechanical characteristics, workability, and compressive strength of concrete were studied by using WGP as cement and fine aggregate replacement simultaneously. In order to perform correctly, the glass has to be sieved to particle sizes of less than 150 µm sieve for cement replacement and 4.75 mm for fine aggregate replacement. WGP was used to replace the cement and fine aggregate in concr
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Singh, Gurwinder, Aditya Kumar Tiwary, Sandeep Singh, et al. "Incorporation of Silica Fumes and Waste Glass Powder on Concrete Properties Containing Crumb Rubber as a Partial Replacement of Fine Aggregates." Sustainability 14, no. 21 (2022): 14453. http://dx.doi.org/10.3390/su142114453.

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Waste management is the first priority for many countries, so the focus of this research is on using waste materials in concrete as fillers and substituting concrete ingredients such as crumb rubber (CR) for fine aggregates. The utilization of waste rubber in concrete has gained attention recently, but CR substitution results in a reduction in mechanical and durability properties due to weak bonding and lower stiffness of CR. To overcome this issue, the addition of strength-increasing waste materials as cement substitutes is investigated along with CR (5%, 10%, and 15%) as fine aggregates and
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Ogundairo, Temitope, David Olukanni, and Isaac Akinwumi. "Geopolymer Production From Waste Polyethylene Terephthalate and Glass For Clay Subgrade Stabilization." Journal of Solid Waste Technology and Management 50, no. 1 (2024): 441–57. http://dx.doi.org/10.5276/jswtm/iswmaw/501/2024.441.

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In this study, the efficacy of Polyethylene Terephthalate (PET) and Waste Glass Powder (WGP) as soil stabilizers was investigated to address the research questions and objectives. It examines the enhancement of mechanical strength of clayey subgrade soils sourced from Ogun state, Nigeria across varying proportions (5% −20%) including the potential cost analysis. Providing experimental insights into soil stabilization using PET individually and in combination with WGP-based geopolymers. Optimal stabilization was achieved at 5% PET, accompanied by 5%-20% WGP, and activated with a 2M NaOH solutio
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Saggai, Sofiane, Wafa Bouaka, Amira Benhaddou, and Ibtissam Belaid. "Use of Glass Powder and Sand Dune in Concrete: Characterization and Performance." Defect and Diffusion Forum 406 (January 2021): 521–31. http://dx.doi.org/10.4028/www.scientific.net/ddf.406.521.

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Cement and alluvial sand are very essential materials in concrete preparation. The first material production contributes to the emissions of greenhouse gases, in particular carbon dioxide (CO2), and the extensive exploitation of second material constitutes a danger on the extinction of its deposits. The use of waste glass powder (WGP) to partially replace cement and dune sand as a replacement for a small amount of alluvial sand appears as a potential solution that solves several problems at once (disposal of glass waste, reduction of emissions gas and preservation of construction sand deposits
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Saggai, Sofiane, Wafa Bouaka, Amira Benhaddou, and Ibtissam Belaid. "Use of Glass Powder and Sand Dune in Concrete: Characterization and Performance." Defect and Diffusion Forum 406 (January 2021): 521–31. http://dx.doi.org/10.4028/www.scientific.net/ddf.406.521.

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Cement and alluvial sand are very essential materials in concrete preparation. The first material production contributes to the emissions of greenhouse gases, in particular carbon dioxide (CO2), and the extensive exploitation of second material constitutes a danger on the extinction of its deposits. The use of waste glass powder (WGP) to partially replace cement and dune sand as a replacement for a small amount of alluvial sand appears as a potential solution that solves several problems at once (disposal of glass waste, reduction of emissions gas and preservation of construction sand deposits
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Gelanew, Dejene Mengesha, and Belachew Asteray Demiss. "Mechanical and Microstructural Properties of Bamboo Fiber-Reinforced Concrete Containing a Blend of Waste Marble Powder and Waste Glass Powder." Advances in Civil Engineering 2023 (November 20, 2023): 1–18. http://dx.doi.org/10.1155/2023/2725801.

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Using blended supplementary cementitious materials in the production of concrete has a contribution to make in reducing cement consumption, as well as having a negative environmental impact. The main objective of this study was to investigate the mechanical and microstructural properties of bamboo fiber-reinforced concrete containing a blend of waste marble powder (WMP) and waste glass powder (WGP) as a partial replacement for cement. To achieve these objectives, the physical and chemical properties of concrete ingredients were studied. The design mix was done as per the American Concrete Inst
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Ms.S.Thahira Banu, Dr.A.M. Arun Mohan, and Mr.K.Kothalam. "EXPERIMENTAL INVESTIGATION ON SELF REPLACEMENT OF SAND BY SHEET GLASS POWDER IN CONCRETE." international journal of engineering technology and management sciences 8, no. 2 (2024): 179–85. http://dx.doi.org/10.46647/ijetms.2024.v08i02.024.

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For the hardened concrete, 150 mm × 150 mm × 150 mm cubic specimens and cylindrical specimens with a diameter of 100 mm and a height of 200 mm were tested to identify the compressive strength and splitting tensile strength of the concrete produced with waste glass. Next, a three-point bending test was carried out on samples with dimensions of 100 × 100 × 400 mm, and a span length of 300 mm to obtain the flexure behavior of different mixtures. According to the results obtained, a 20% substitution of WGP as cement can be considered the optimum dose. On the other hand, for concrete produced with
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Vikash, Singh, Kumar Chaudhary Sumit, Verma Rajat, Riyaz Mohd, Md Sajid, and Aqeel Ahmad Syed. "Harnessing waste glass powder for soil modification." i-manager’s Journal on Civil Engineering 14, no. 1 (2024): 1. http://dx.doi.org/10.26634/jce.14.1.20553.

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The challenge posed by weak soil, characterized by low bearing capacity and shear strength, is significant in civil engineering, impacting road construction, structural foundations, and irrigation systems. Recycling non-biodegradable waste, especially glass waste, presents a promising solution for environmental sustainability and cost-effectiveness in construction. This study aims to improve the geotechnical properties of weak soils by stabilizing them with Waste Glass Powder (WGP) and exploring novel construction applications. The experimental investigations determined the optimal incorporati
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Zhang, Wenwen, Shujin Li, Luguang Song, Yanmin Sheng, Junwen Xiao, and Tianxiang Zhang. "Studying the Effects of Varied Dosages and Grinding Times on the Mechanical Properties of Mortar." Sustainability 15, no. 7 (2023): 5936. http://dx.doi.org/10.3390/su15075936.

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With the rapid development of construction and the construction industry, the demand for mortar as a building material is also increasing. With the development of economic society, glass products have been widely used, and glass manufacturing enterprises have produced hundreds of tons of glass fragments and slag. The main component of glass is silica, which has the potential to be used as an auxiliary cementing material. Therefore, waste glass is expected to be recycled in buildings to achieve sustainability. However, due to the chemical properties of the silica tetrahedral structure stabilize
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Borosnyói, Adorján, Patricija Kara, Lilla Mlinárik, and Karina Kase. "Performance of waste glass powder (WGP) supplementary cementitious material (SCM) – Workability and compressive strength." Epitoanyag - Journal of Silicate Based and Composite Materials 65, no. 3 (2013): 90–94. http://dx.doi.org/10.14382/epitoanyag-jsbcm.2013.17.

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Benfrid, Abdelmoutalib, and Mohamed Bachir Bouiadjra. "Investigation of instability in waste glass-based eco-concrete panels under thermomechanical buckling loads." STUDIES IN ENGINEERING AND EXACT SCIENCES 5, no. 2 (2024): e6886. http://dx.doi.org/10.54021/seesv5n2-108.

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This study aims to elucidate the impact of varying waste glass powder (WGP) content in the concrete mixture on the critical buckling temperature loads (ΔTcr) of thin eco-concrete panels. Our analysis employs the small elastic deformation theory to simulate the eco-concrete panel analytically. The thermo-mechanical performance of the structure is evaluated using Hognestad's homogenization model and compared to the preliminary reference curve for the elasto-plastic behavior of concrete. The equations of motion for thin eco-concrete panels impregnated with different proportions of WGP are determi
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Lodha, Bhagwan Singh. "The Improvement of Engineering Properties of Expansive Soil using Waste Glass Powder (WGP) and Quick Lime." International Journal for Research in Applied Science and Engineering Technology 9, no. VI (2021): 3598–604. http://dx.doi.org/10.22214/ijraset.2021.35737.

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This study was carried out with an intention to observe any sign of improvement of expansive clayey soil due to the addition of Waste Glass Powder (WGP) with it. In this laboratory work clayey (BC) type soil has been chosen. The reason behind choosing clay is that it has many problems. The main problem is that it undergoes consolidation settlement due to the application of long-term loading. Another problem is it shrinks significantly if it is dried and expands significantly, if it absorbs moisture than exerts much pressure on the substructure. Quick Lime and Waste Glass powder is chosen to ch
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