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Journal ArticleDOI

Use of Natural Geotextiles to Retard Reflection Cracking in Highway Pavements

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TLDR
In this article, a geosynthetic interlayer system is used to retard reflective crack propagation in fresh asphalt overlays, which is a major phenomenon leading to premature failure of fresh asphalt overlay.
Abstract
Reflective cracking is a major phenomenon leading to premature failure of fresh asphalt overlays. Application of a geosynthetic interlayer system to retard reflective crack propagation is a...

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Journal ArticleDOI

Review of Application and Innovation of Geotextiles in Geotechnical Engineering.

TL;DR: In this article, the composition and function of geotextiles in geotechnical engineering are reviewed based on literatures including the most recent data, with emphasis on green geote-xtiles, intelligent geotextextex, and high-performance geoteXtiles.
Journal ArticleDOI

Coir Geotextiles for Paved Roads: A Laboratory and Field Study Using Non-Plastic Soil as Subgrade

TL;DR: In this paper, a pavement proposed on soft subgrade (SG) that requires improvement is studied and reported, and one of the methods of improvement is reinforcing SG with geotextile.
Journal ArticleDOI

Performance of polypropylene textile encased stone columns

TL;DR: In this article, the authors explored the potential use of a woven polypropylene textile for encapsulating stone columns and improving performance of a local soft soil in Warangal city of India.
Journal ArticleDOI

Mitigating reflective cracking in composite pavements through the use of a ductile concrete interlayer

TL;DR: In this article, a new ductile concrete interlayer made of Engineered Cementitious Composite (ECC) was proposed and experimentally evaluated to improve the resistance of composite pavements to reflective cracking.
Journal ArticleDOI

Development of 3-D Finite Element Models for Geo-Jute Reinforced Flexible Pavement

TL;DR: In this article, the effect of geo-textile interlayer on the performance of flexible pavement is evaluated and compared for three specific positions, i.e., subgrade-base interface, base-asphalt layer interface, and within asphalt layers.
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