A multi-variable equation for relationship between limiting void ratios of uniform sands and morphological characteristics of their particles-Reference-Cited by-同舟云学术

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A multi-variable equation for relationship between limiting void ratios of uniform sands and morphological characteristics of their particles

Published:2018-04 Issue: Volume:237 Page:21-31
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Chang Ching S.^ORCID,Deng Yibing,Meidani Mehrashk

Funder

National Science Foundation

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference56 articles.

1. Void ratio of noncohesive soils and similar materials;Aberg;J. Geotech. Eng.,1992

2. Particle size measurement;Allen,1997

3. Standard Test Method for Particle-Size Analysis of Soil;ASTM D422-63,2007

4. Standard test methods for maximum index density and unit weight of soils using a vibratory table;ASTM D4253-00,2006

5. Standard test methods for minimum index density and unit weight of soils and calculation of relative density;ASTM D4254-00,2006

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