Determination of the maximum diameter of free fines to assess the internal stability of coarse granular materials-Reference-Cited by-同舟云学术

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Determination of the maximum diameter of free fines to assess the internal stability of coarse granular materials

Published:2015-12 Issue:3 Volume:21 Page:332-347
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Andrianatrehina Livah,Souli Hanène,Rech Joël,Taibi Saïd,Fry Jean-Jacques,Bunieski Simon,Fleureau Jean-Marie

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2015.1116468

Reference21 articles.

1. Washout of Grains from Filtered Sand and Gravel Materials

2. Analysis of the internal stability of coarse granular materials according to various criteria

3. Biarez, J. & Hicher, P.Y. (1994). Elementary mechanics of soil behaviour: Saturated remoulded soils, Balkema, Rotterdam, ISBN 90 5410 157 1.

4. Effects of Clay Content on Liquefaction Characteristics of Gap-Graded Clayey Sands

5. Soil Mechanics

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2. Size distribution of free particles in soils: a geometric modelling approach;Acta Geotechnica;2021-10-05

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4. Piping Particle Movement using a Seepage Test Based on NMR Technology;Journal of Coastal Research;2020-12-28

5. DEM modelling to assess internal stability of gap-graded assemblies of spherical particles under various relative densities, fine contents and gap ratios;Computers and Geotechnics;2020-10

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