Experimental Study on Cyclic Shear Performance of the Four-Way Geogrid Reinforcement–Soil Interface

Experimental Study on Cyclic Shear Performance of the Four-Way Geogrid Reinforcement–Soil Interface

This paper presents the results of horizontal cyclic direct shear tests at the reinforced soil interface of a four-way polypropylene geogrid reinforced sandy soil. The influence of normal stress and shear displacement amplitude on the shear stress, shear stiffness, and damping ratio of the reinforce...

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Bibliographic Details
Main Authors: Mengxi Zhang, Xibo Ruan, Lei Jiang
Format: Article
Language:English
Published: MDPI AG 2024-02-01
Series:Applied Sciences
Subjects:
four-way geogrid
cyclic shear
shear stress
shear stiffness
damping ratio
Online Access:https://www.mdpi.com/2076-3417/14/4/1373

Internet

https://www.mdpi.com/2076-3417/14/4/1373

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