The effect of particle breakage on the dilatancy and shear behavior of marine calcareous and siliceous deposits-Reference-Cited by-同舟云学术

The effect of particle breakage on the dilatancy and shear behavior of marine calcareous and siliceous deposits

Published:2023-12-11 Issue: Volume: Page:1-12
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Rezvani Reza¹^ORCID

Affiliation:

1. Department of Civil Engineering, Faculty of Technology and Engineering (East of Guilan), University of Guilan, Rudsar, Iran

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2023.2290649

Reference58 articles.

1. ASTM. 2011. Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). D2487-11. West Conshohocken, PA: ASTM.

2. Stressdilatancy in very loose sand

3. Nondestructive Shear Stiffness Evaluation of EPS-Sand Composites Using Quartz and Calcareous Aggregates

4. Simple Shear Behavior of Calcareous and Quartz Sands

5. The influence of confining pressure on the shear strength of compacted rockfill

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