Al-Zubaidi, Ali A. and Farqad, Rand Otbah (2026) ANALYSIS ON THE USES OF GEO-SYNTHETICS TO STABILIZE SANDY SOIL SUB GRADE. Journal for Technology and Science, 3 (3). ISSN 3047-4337

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Abstract

Objective: The main goal of this study is to compare how well synthetic and natural geo-textiles work to stabilise sub-grade soil. Method: This study looks at what happens when geo-textiles are used to strengthen the soil under a building. In the lab, the load-penetration abilities of granular soils that had been strengthened with geo-textiles were tested using California bearing ratio (CBR) tests. Results: By using geotextiles, the soil's ability to hold water can be fixed. Geosynthetics are often used to improve road pavement, among other things. Novelty: Soil stabilisation methods include stabilising the soil with cement, lime, hydrocarbons, chemicals, and the new and promising method of stabilising the soil with Geo textiles and Geo artificial fibres.

Item Type:	Article
Uncontrolled Keywords:	Geo artificial, Geotextiles, Subgrade, Geosynthesis, Synthesize, Stabilize
Subjects:	H Social Sciences
Depositing User:	admin eprints
Date Deposited:	02 Jul 2026 04:10
Last Modified:	02 Jul 2026 04:10
URI:	http://eprints.umsida.ac.id/id/eprint/16748

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