Influence of Degree of Saturation (DOS) on Dynamic Behavior of Unbound Granular Materials

Influence of Degree of Saturation (DOS) on Dynamic Behavior of Unbound Granular Materials

The extensive application of natural unbound granular materials (UGMs) motivates studies into the mechanical properties of alternatives such as processed crushed rocks employed commonly as base or subbase layers. The rutting and settlement generated in base and subbase layers is widely restricted in...

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Bibliographic Details
Main Authors:	Junyu Sun, Erwin Oh, Dominic Ek-Leong Ong
Format:	Article
Language:	English
Published:	MDPI AG 2021-02-01
Series:	Geosciences
Subjects:	unbound granular materials (UGMs) degree of saturation (DOS) repeated load triaxial test (RLT) resilient modulus plastic strain
Online Access:	https://www.mdpi.com/2076-3263/11/2/89

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