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This is a Experimental Study study.

Experimental Study on soil stabilized with Geotextile under a Square Footing

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Experimental study shows geotextile reinforcement enhances bearing capacity in clay soil, indicating effective foundation design.

Adding geotextile reinforcement greatly increases the soil's bearing capacity and reduces footing settlement.
The optimal BCR improvement occurs at a ratio of u/B=0.67 for both woven and nonwoven geotextiles.
This experimental study involved laboratory model footing tests on clay soil reinforced with different types of geotextile.
Results suggest that nonwoven geotextile can achieve excellent performance with less reinforcement than woven geotextile.

Omer et al. (2025) studied this question.

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View Full Paper

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Authors

Experimental study shows geotextile reinforcement enhances bearing capacity in clay soil, indicating effective foundation design.

Adding geotextile reinforcement greatly increases the soil's bearing capacity and reduces footing settlement.
The optimal BCR improvement occurs at a ratio of u/B=0.67 for both woven and nonwoven geotextiles.
This experimental study involved laboratory model footing tests on clay soil reinforced with different types of geotextile.
Results suggest that nonwoven geotextile can achieve excellent performance with less reinforcement than woven geotextile.

Omer et al. (2025) studied this question.

View Full Paper

Ask AI

Bookmark