Evaluation of Rockfill Stabilized-Geosynthetics Reinforced Road Base with Repeated Plate Loading Tests

In this study, the performance of unpaved road sections over soft clay soil geosynthetic-reinforced and stabilized with rock fill layer was evaluated using repeated plate loading tests. A total of 10 field tests were carried out using a circular model rigid plate with a diameter of 0.30 m. The param...

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Bibliographic Details

Published in:	Applied Sciences
Main Authors:	Ahmet Demir, Bahadir Ok, Talha Sarici
Format:	Article
Language:	English
Published:	MDPI AG 2024-04-01
Subjects:	field tests soft clay soil granular fill layer rockfill layer geosynthetics repeated plate loading tests
Online Access:	https://www.mdpi.com/2076-3417/14/7/3042