A micromechanical study of the equivalent granular void ratio of soil mixtures using DEM

N. H. Minh, Y. P. Cheng

Research output: Chapter in Book/Report/Conference proceedingConference contribution

2 Citations (Scopus)

Abstract

The concept of intergranular void ratio has become more popular in characterising the behaviour of soil mixtures of sand and fine particles up to a threshold transitional fines content. The transitional fines content at which these mixtures change from a sand-dominated to a fines-dominated behaviour is usually defined as the densest mixture. For samples having a less-than-transitional fines content, the fine particles can fall inside the void spaces created by the larger sand particles. Assuming all fine particles are inactive and hence treated as void, the compression curves of different sand-dominated mixtures can be represented by a single curve in term of the intergranular void ratio. More recently an additional 'b' parameter was defined as the fraction of the active fine particles out of the total fine content and only the inactive fine fraction was counted as void. The value of b was usually obtained from back-analysis or predicted using a semi-empirical approach. In this numerical study using the Discrete Element Method (DEM), various definitions of the intergranular void ratio e*are investigated and discussed, together with the micromechanical data showing the actual involvement of the fine particles in the force transmission. The results show that the value of b is related to the fraction of the fine particles involved in transmitting the strong, larger-than-average contact forces. The value of b is not constant but increases with stress level (decreasing void ratio) and fines content for samples having fines content less than the threshold value.

Original languageEnglish
Title of host publicationGeomechanics from Micro to Macro - Proceedings of the TC105 ISSMGE International Symposium on Geomechanics from Micro to Macro, IS-Cambridge 2014
PublisherTaylor and Francis
Pages219-224
Number of pages6
Volume1
ISBN (Print)9781138027077
Publication statusPublished - 2015
EventInternational Symposium on Geomechanics from Micro to Macro, IS-Cambridge 2014 - Cambridge, United Kingdom
Duration: Sep 1 2014Sep 3 2014

Conference

ConferenceInternational Symposium on Geomechanics from Micro to Macro, IS-Cambridge 2014
CountryUnited Kingdom
CityCambridge
Period9/1/149/3/14

Fingerprint

discrete element method
void ratio
fines
soils
sands
soil
voids
void
sand
thresholds
curves
back analysis
particle

ASJC Scopus subject areas

  • Geophysics

Cite this

Minh, N. H., & Cheng, Y. P. (2015). A micromechanical study of the equivalent granular void ratio of soil mixtures using DEM. In Geomechanics from Micro to Macro - Proceedings of the TC105 ISSMGE International Symposium on Geomechanics from Micro to Macro, IS-Cambridge 2014 (Vol. 1, pp. 219-224). Taylor and Francis.

A micromechanical study of the equivalent granular void ratio of soil mixtures using DEM. / Minh, N. H.; Cheng, Y. P.

Geomechanics from Micro to Macro - Proceedings of the TC105 ISSMGE International Symposium on Geomechanics from Micro to Macro, IS-Cambridge 2014. Vol. 1 Taylor and Francis, 2015. p. 219-224.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Minh, NH & Cheng, YP 2015, A micromechanical study of the equivalent granular void ratio of soil mixtures using DEM. in Geomechanics from Micro to Macro - Proceedings of the TC105 ISSMGE International Symposium on Geomechanics from Micro to Macro, IS-Cambridge 2014. vol. 1, Taylor and Francis, pp. 219-224, International Symposium on Geomechanics from Micro to Macro, IS-Cambridge 2014, Cambridge, United Kingdom, 9/1/14.
Minh NH, Cheng YP. A micromechanical study of the equivalent granular void ratio of soil mixtures using DEM. In Geomechanics from Micro to Macro - Proceedings of the TC105 ISSMGE International Symposium on Geomechanics from Micro to Macro, IS-Cambridge 2014. Vol. 1. Taylor and Francis. 2015. p. 219-224
Minh, N. H. ; Cheng, Y. P. / A micromechanical study of the equivalent granular void ratio of soil mixtures using DEM. Geomechanics from Micro to Macro - Proceedings of the TC105 ISSMGE International Symposium on Geomechanics from Micro to Macro, IS-Cambridge 2014. Vol. 1 Taylor and Francis, 2015. pp. 219-224
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