Evidence map›Paper›PMID 42797182›Full record

ArticlePolymers2026

Experimental and Microstructural Assessment of High-Plasticity Clay Stabilized with Recycled PVC Powder and Polyester Fiber.

Melike Yiğit, Ahmet Erdağ, Pınar Sezin Öztürk Kardoğan

Abstract read
In one paragraph

Article in Polymers, 2026. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

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0citing papers in PubMed
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1 · What the graph read from it

What it found

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The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

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3 · Its place in the literature

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0 citing papers in PubMed.

No citing paper in PubMed yet.

4 · The record

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5 · Who and what money

Authors and funding

3 authors.

Melike YiğitGraduate School of Natural and Applied Sciences, Gazi University, 06560 Ankara, Türkiye.
Ahmet ErdağDepartment of Civil Engineering, Faculty of Engineering and Architecture, Kafkas University, 36000 Kars, Türkiye.
Pınar Sezin Öztürk KardoğanDepartment of Civil Engineering, Faculty of Technology, Gazi University, 06560 Ankara, Türkiye.ORCID 0000-0002-5212-4318

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

High-plasticity clays present significant challenges in transportation infrastructure because of their low strength, high compressibility, and pronounced moisture sensitivity. This study investigates the effects of recycled polyvinyl chloride (PVC) powder and recycled polyester fibers, used individually and in combination, on the compaction behavior, unconfined compressive strength (UCS), and microstructural characteristics of a high-plasticity clay. PVC powder was incorporated at 5%, 10%, and 15%, while recycled polyester fibers were added at 0.5%, 0.75%, and 1.0% by dry weight of soil. Standard Proctor compaction, UCS, and scanning electron microscopy (SEM) analyses were performed to evaluate the engineering performance of the modified mixtures. The results showed that the incorporation of both PVC powder and recycled polyester fibers reduced the maximum dry unit weight of the clay, with 5% PVC and 0.5% fiber exhibiting the most favorable compaction characteristics. The specimen containing 15% PVC powder achieved the highest UCS (204.08 kPa), corresponding to an increase of approximately 108.6% compared with the untreated clay, whereas the specimen reinforced with 1.0% recycled polyester fiber exhibited an approximately 89.7% increase in compressive strength while maintaining greater deformation capacity. The hybrid mixture containing 5% PVC powder and 0.5% recycled polyester fiber produced a 53.7% improvement in UCS and exhibited a balanced stress-strain response. SEM observations revealed that PVC powder primarily enhanced the soil through physical void filling and particle rearrangement, whereas recycled polyester fibers improved the continuity of the soil skeleton through fiber bridging and mechanical interlocking. Overall, the results demonstrate that recycled PVC powder and recycled polyester fibers represent promising and environmentally sustainable stabilization materials for improving the engineering performance of high-plasticity clays used in transportation infrastructure.

Indexed as

high-plasticity clayrecycled polyester fiberrecycled PVC powdersoil stabilizationunconfined compressive strength

Identifiers

PMID42797182
PMCPMC13611000

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Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.