Effect of Crushed Glass on the Shear Behavior of Recycled Unbound Granular Aggregates Incorporating Crumb Rubber

Saberian, Mohammad; Perera, Salpadoru Tholkamudalige Anupiya. M.; Li, Jie; Zhu, Jiasheng; Wang, George

doi:10.1007/s42947-021-00073-7

Cited by 10 publications

(4 citation statements)

References 43 publications

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“…CR and RCA samples with CG mainly demonstrated plastic creep behaviour with respect to permanent deformation according to the Werkmeister criteria [7], while this behaviour changed from plastic creep to plastic shakedown at higher percentage inclusions of CG [59,82]. This shift in permanent deformation behaviour is especially significant as it aids in improving the performance of the materials against dynamic loading, similar to what is applied by vehicular traffic.…”

Section: Permanent Deformationmentioning

confidence: 78%

“…The building and construction sector was responsible for the emission of 36% of global final energy-use-related CO 2 emissions in the year 2018 [6]. Hence, there has been a strong demand to investigate alternative sustainable materials that have similar performance to traditional construction aggregates in order to maintain an environmentally sustainable industry [7].…”

Section: Introductionmentioning

confidence: 99%

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Application of Glass in Subsurface Pavement Layers: A Comprehensive Review

et al. 2021

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Glass-based goods are produced and consumed in relative abundance, making glass a material that is found in most households, thereby leading to its accumulation in alarming quantities throughout the globe and posing an environmental challenge. This being said, glass has been widely acknowledged to possess a variety of desirable physiochemical properties, making it suitable for utilisation as an engineering aggregate. The properties include its non-biodegradable nature, resistance to chemical attack, low water absorption, hydraulic conductivity, temperature-dependent ductility, alterable particle gradation, and its availability in a multitude of forms/chemical compositions. Owing to these properties, glass has been employed in a myriad of civil engineering studies and field trials to assess its efficacy as an engineering aggregate and to provide sustainable management schemes for waste glass. These studies/trials have incorporated glass in many forms, including fine recycled glass (FRG), medium recycled glass (MRG), coarse recycled glass (CRG), glass powder, glass fibres, foamed glass, and glass-based geopolymers. Although the beneficial properties of glass can be exploited in numerous engineering endeavours, this review paper focuses on the possible application of glass to subsurface layers of pavements. In turn, the current study centres on research studies/trials presenting results on the physicochemical, mechanical, and durability aspects of pavement layers (base, subbase, and subgrade) containing pure glass samples or glass as percentage replacements in materials, including but not limited to unbound granular materials (i.e., recycled concrete aggregate (RCA) and crushed rock (CR)) and clay soils. Through the knowledge compiled in this review article, it is reasonable to state that glass shows solid potential as a road pavement material.

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Section: Permanent Deformationmentioning

confidence: 78%

Section: Introductionmentioning

confidence: 99%

Application of Glass in Subsurface Pavement Layers: A Comprehensive Review

et al. 2021

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“…The building and construction industry was responsible for 36% of the greenhouse gas emissions. To maintain a healthy and sustainable environment, there has been a great need to investigate sustainable alternative materials that have comparable performance to typical building aggregates [6].…”

Section: Source Of Prime Materialsmentioning

confidence: 99%

Applications of Recycled and Crushed Glass (RCG) as a Substitute for Natural Materials in Various Fields—A Review

Epure,

Munteanu,

Istrate

et al. 2023

Materials

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Glass is a substance that is present in most houses since glass-based items are made and consumed in relatively high quantities. This has led to the buildup of glass in concerning quantities all over the world, which is a problem for the environment. It is well known that glass has several advantageous physiochemical features that qualify it as an appropriate material for use in the construction industry as an aggregate. The features include being non-biodegradable, resistant to chemical assault, having low water absorption, having high hydraulic conductivity, having temperature-dependent ductility, having alterable particle gradation, and having a wide availability in a variety of forms and chemical compositions. Because of these qualities, glass has been used in various investigations and field tests conducted in civil engineering to evaluate its effectiveness as an engineering aggregate and to develop environmentally friendly management strategies for waste glass. These studies and research have utilized glass in various forms, such as fine recycled glass, medium recycled glass, coarse recycled glass, powdered glass, and glass-based geopolymers. This study focuses on research studies that present results on physicochemical, mechanical, and durability characteristics. These studies and research contain samples of pure glass or glass as replacement percentages in materials (0–100%), including but not limited to unbound granular materials (such as recycled concrete aggregates and crushed rock). In light of the information assembled in this review article, it is legitimate to claim that glass has strong promise as a material in various civil applications.

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“…To screen these induced vibrations, different approaches, such as the construction of in-filled or open trenches, thin-wall barriers, expanded polystyrene (EPS) blocks, and pile barriers, have been proposed. Also, the induced vibration can affect the mechanical behavior of buried structures, such as pipelines [1][2][3][4][5][6][7][8][9][10].…”

Section: Introductionmentioning

confidence: 99%

Performance of Open and In-Filled (Geofoam) Trenches in Mitigating Ground-Borne Vibrations Induced by Impact Loading

Jazebi

Ahmadi

Saberian

et al. 2022

Int. J. Pavement Res. Technol.

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The open or in-filled trenches are often used in engineering practice to mitigate ground vibration induced by different types of vibration sources. A novel approach which is considering the effect of Rayleigh wavelength on the efficiency of open and in-filled trenches coupled with regular specific normalized dimensions was implemented in this study. While impact loading is a very common type of loading (in, e.g., machine foundations, driven pile installation), it was rarely studied in the past. The loading is selected to consist of 12 impact pulses. In this study, it was shown that Rayleigh wavelength controls the effect of trench-normalized dimensions on its performance, and therefore, studying the trench effectiveness based only on its normalized dimensions is a limited assumption. For open trenches, the depth of trench is the key parameter controlling its efficiency, while its width does not have a significant effect except for shallow trenches (normalized width of less than 0.7) in the condition of low Rayleigh wavelength (2.0 m). Also, it was shown that the trench should be installed at a normalized distance of at least 1.0. Furthermore, the numerical results revealed that the effect of the normalized width of the geofoam trench on its efficiency for Rayleigh wavelength $${\lambda }_{R}=2.0 \, \mathrm{m}$$ λ R = 2.0 m was more than that for $${\lambda }_{R}=8.0 \, \mathrm{m}$$ λ R = 8.0 m . Also, several graphs for the design of geofoam trenches under different Rayleigh wavelengths were proposed in this study, which could be useful in practice.

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Effect of Crushed Glass on the Shear Behavior of Recycled Unbound Granular Aggregates Incorporating Crumb Rubber

Cited by 10 publications

References 43 publications

Application of Glass in Subsurface Pavement Layers: A Comprehensive Review

Application of Glass in Subsurface Pavement Layers: A Comprehensive Review

Applications of Recycled and Crushed Glass (RCG) as a Substitute for Natural Materials in Various Fields—A Review

Performance of Open and In-Filled (Geofoam) Trenches in Mitigating Ground-Borne Vibrations Induced by Impact Loading

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