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The experimental contact behaviour of natural sands: normal and tangential loading

Nardelli, V; Coop, MR; (2019) The experimental contact behaviour of natural sands: normal and tangential loading. Géotechnique , 69 (8) pp. 672-686. 10.1680/jgeot.17.p.167. Green open access

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Abstract

A comprehensive series of tests were carried out using an innovative three-axis Inter-Particle Loading Apparatus, investigating the normal and shearing contact behaviour between sand particles of a variety of geological origins. The results show that the normal loading behaviour is very sensitive to the type of sand and its surface condition and so its geological origin and history. For particles characterised by a highly regular shape and low surface roughness, such as those of a common quartz sand, good predictions may be made with models based on the elasticity theory, but at lower loads the particle roughness needs to be accounted for. In shearing the coefficient of inter-particle friction is highly variable, both for one sand and between different sands, but the average values are controlled predominantly by the surface roughness. Current elasticity-based methods for predicting the tangential stiffness overestimate it considerably, but coaxiality between the forces and displacements indicate that the underlying assumption of elasticity with micro-slipping at the contacts may be correct.

Type: Article
Title: The experimental contact behaviour of natural sands: normal and tangential loading
Open access status: An open access version is available from UCL Discovery
DOI: 10.1680/jgeot.17.p.167
Publisher version: https://doi.org/10.1680/jgeot.17.p.167
Language: English
Additional information: This version is the author accepted manuscript. For information on re-use, please refer to the publisher’s terms and conditions.
UCL classification: UCL
UCL > Provost and Vice Provost Offices > UCL BEAMS
UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of Engineering Science
UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of Engineering Science > Dept of Civil, Environ and Geomatic Eng
URI: https://discovery.ucl.ac.uk/id/eprint/10056356
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