Laboratory investigation on damping characteristics of homogeneous and stratified soil-ash system

In this study, the damping responses of uniform soil, equi-proportional fly ash, and local soil as a single unit were investigated. The large-strain cyclic triaxial tests were performed for the specimen compacted at the desired density (95%–99% of maximum dry density). The compacted specimens were t...

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Bibliographic Details
Main Authors: Amit Kumar Ram, Supriya Mohanty
Format: Article
Language:English
Published: Elsevier 2023-10-01
Series:Journal of Rock Mechanics and Geotechnical Engineering
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S167477552300166X