Evolution of the water retention characteristics of granular materials subjected to grain crushing

Shenjun Gao, Yi Da Zhang, Andrew Sonta, Giuseppe Buscarnera*

*Corresponding author for this work

Research output: Contribution to journalArticle

3 Citations (Scopus)

Abstract

This paper reports a series of experiments aimed at studying the effect of grain crushing on the water retention capacity of granular soils. Specimens of granular materials have been subjected to oedometric compression at high pressures, revealing that crushing causes significant alterations of both grain-size distribution (GSD) and soil water retention curve (SWRC). In particular, the experiments have shown that the suction air-entry value (sAEV) changes considerably during crushing, thus controlling the shape of the SWRC in proximity of saturated conditions. Such evidence has been interpreted through a number of GSD-dependent retention models available in the literature. In particular, the results have been used to verify the hypotheses of a recently proposed hydromechanical model based on the breakage mechanics framework, which enables the prediction of simultaneous variations in void ratio, GSD, and SWRC through constitutive relations linking the sAEV to the predicted degree of particle breakage. Although all models suggest an upward shift of the SWRC with the accumulation of crushing, the change of its shape and location are captured by each model with different levels of accuracy. Most notably, the analytical relations predicted by the breakage mechanics theory are able to capture satisfactorily the observed changes of the suction air-entry point, therefore representing a convenient tool for the analysis of geotechnical systems made of unsaturated soils susceptible to breakage, such as transportation infrastructures and rockfill dams.

Original languageEnglish (US)
Article number06016006
JournalJournal of Geotechnical and Geoenvironmental Engineering
Volume142
Issue number9
DOIs
StatePublished - Sep 1 2016

Fingerprint

Granular materials
Crushing
water retention
crushing
breakage
Soils
soil water
suction
grain size
Water
mechanics
air
Mechanics
transportation infrastructure
Air
rockfill dam
void ratio
soil
Dams
experiment

Keywords

  • Grain-size distribution
  • Granular soils
  • Particle breakage
  • Soil water retention curve

ASJC Scopus subject areas

  • Environmental Science(all)
  • Geotechnical Engineering and Engineering Geology

Cite this

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title = "Evolution of the water retention characteristics of granular materials subjected to grain crushing",
abstract = "This paper reports a series of experiments aimed at studying the effect of grain crushing on the water retention capacity of granular soils. Specimens of granular materials have been subjected to oedometric compression at high pressures, revealing that crushing causes significant alterations of both grain-size distribution (GSD) and soil water retention curve (SWRC). In particular, the experiments have shown that the suction air-entry value (sAEV) changes considerably during crushing, thus controlling the shape of the SWRC in proximity of saturated conditions. Such evidence has been interpreted through a number of GSD-dependent retention models available in the literature. In particular, the results have been used to verify the hypotheses of a recently proposed hydromechanical model based on the breakage mechanics framework, which enables the prediction of simultaneous variations in void ratio, GSD, and SWRC through constitutive relations linking the sAEV to the predicted degree of particle breakage. Although all models suggest an upward shift of the SWRC with the accumulation of crushing, the change of its shape and location are captured by each model with different levels of accuracy. Most notably, the analytical relations predicted by the breakage mechanics theory are able to capture satisfactorily the observed changes of the suction air-entry point, therefore representing a convenient tool for the analysis of geotechnical systems made of unsaturated soils susceptible to breakage, such as transportation infrastructures and rockfill dams.",
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Evolution of the water retention characteristics of granular materials subjected to grain crushing. / Gao, Shenjun; Zhang, Yi Da; Sonta, Andrew; Buscarnera, Giuseppe.

In: Journal of Geotechnical and Geoenvironmental Engineering, Vol. 142, No. 9, 06016006, 01.09.2016.

Research output: Contribution to journalArticle

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