Economical Pavement Design by Stabilizing Effect of Fly Ash and Lime

Patil, N. R.; Kulkarni, Deepali Rahul; Talegaonkar, S. D.

doi:10.15373/22501991/mar2013/43

Cited by 3 publications

(1 citation statement)

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“…Therefore, it necessitates the addition of an activator such as cement, lime, gypsum, or other alkali activators (e.g., NaOH, KOH) to attain initial strength development. The pozzolanic characteristic of fly ash renders it a superb substance for applications like filling and embankment, especially in areas where subsidence is a concern, as well as for soil stabilization [2][3][4][5][6]. Due to the low strength and large concentration of fine particles, untreated fly ash is not suitable for use in the subbase/base layer of pavements.…”

Section: Introductionmentioning

confidence: 99%

Strength and Stiffness Evaluation of a Fiber-Reinforced Cement-Stabilized Fly Ash Stone Dust Aggregate Mixture

Mohanty,

Biswal,

Mohapatra

et al. 2023

J. Compos. Sci.

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The utilization of waste fly ash in road construction is primarily confined to its use in embankment filling or as a stabilizer when combined with lime and cement. Its application in structural pavement layers, such as the base and subbase, faces a challenge due to the high volume of fine particles, which renders it brittle when stabilized. In this study, fly ash was blended with stone dust and aggregated to enhance its gradation. Subsequently, it was stabilized with cement to bolster its strength, rendering it suitable for pavement use. Additionally, polypropylene (PP) fibers were introduced to mitigate the brittleness of the mixture. An extensive experimental investigation was conducted to assess the strength and stiffness properties, including compressive strength, indirect tensile strength, flexural strength, cyclic indirect tensile modulus, and flexural modulus of fiber-reinforced cement-stabilized mixtures of fly ash, stone dust, and aggregate. The experimental results reveal that the addition of PP fibers up to 0.25 wt.% enhances compressive strength, but any further increase in fiber content leads to a reduction in strength. However, indirect tensile strength and flexural strength show improvement, with an increase in fiber percentage up to 0.5 wt.%. It was observed that cement content plays a dominant role in stabilizing these materials. Appropriate relationships have been established between strength and modulus parameters for stabilized mixtures. Based on the strength and stiffness study, a combination of 70% fly ash and 30% stone dust aggregate with 6% cement can be considered for the base layer. Regarding the behavior of indirect tensile strength and flexural strength, an optimum fiber percentage of 0.35% is recommended.

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Section: Introductionmentioning

confidence: 99%

Strength and Stiffness Evaluation of a Fiber-Reinforced Cement-Stabilized Fly Ash Stone Dust Aggregate Mixture

Mohanty,

Biswal,

Mohapatra

et al. 2023

J. Compos. Sci.

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show abstract

Compressive strength study of fiber reinforced cement stabilized fly ash, stone dust and aggregate mixture as structural layer of pavement

Mohanty¹,

Paul²,

Biswal³

et al. 2023

AIP Conference Proceedings

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Strength and Stiffness Evaluation of Fiber Reinforced Cement Stabilized Fly Ash-Stone Dust-Aggregate Mixture

Mohanty,

Biswal,

Mohapatra

et al. 2023

Preprint

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It is necessary to address the scarcity of crushed stones for pavement structural layers. So fly ash can be proved to be promising solution as more than 270 tonnes of fly ash is generated in India. Though, numerous research has been conducted for the use of fly ash intreated and untreated form, high volume of fine particles and brittleness of the stabilized fly ash pose a great problem for its use in subbase and base. Moreover, stiffness or modulus of stabilized fly ash is vital elastic parameter which is used for mechanistic pavement design. Hence, in this study an extensive experimental investigation is carried out to study its strength and stiffness properties such as compressive strength, indirect tensile strength and flexural strength, cyclic indirect tensile modulus and flexural modulus of fiber reinforced cement stabilized fly ash, stone dust, aggregate mixtures. The stone dust and aggregates have been added to enhance the gradation of the composite’s mixture. The study presents the effect of fiber on strength and stiffness properties. The experimental result reveals that addition of polypropylene (PP) fibers up to 0.25 wt.% enhances the compressive strength and any further addition of fiber results in decrease of the strength. However, indirect tensile strength and flexural strength increases with increase in fiber percentage up to 0.5 wt.%. Cement content is observed to be the dominant parameter for stabilized materials. Suitable relationships have been developed between strength and modulus parameters for stabilized mixtures. Based on the strength and stiffness study, 70% fly ash and 30% stone dust-aggregate and 60% fly ash and 40% stone dust-aggregate with 6% cement can be considered for the base layer. Based on the indirect tensile strength and flexural strength behavior, 0.35% is considered as the optimum fiber percentage.

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Economical Pavement Design by Stabilizing Effect of Fly Ash and Lime

Cited by 3 publications

References 0 publications

Strength and Stiffness Evaluation of a Fiber-Reinforced Cement-Stabilized Fly Ash Stone Dust Aggregate Mixture

Strength and Stiffness Evaluation of a Fiber-Reinforced Cement-Stabilized Fly Ash Stone Dust Aggregate Mixture

Compressive strength study of fiber reinforced cement stabilized fly ash, stone dust and aggregate mixture as structural layer of pavement

Strength and Stiffness Evaluation of Fiber Reinforced Cement Stabilized Fly Ash-Stone Dust-Aggregate Mixture

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