Brief Report
Jan 1974
Scale Effect for Shallow Footings on Dense Sand
Publication: Journal of the Geotechnical Engineering Division
Volume 100, Issue 1
Abstract
Scale effect has been observed in many materials such as concrete, ceramics, or rocks. It is usually accompanied by a scattering of results and its origin is generally ascribed to heterogeneity: the major defects of the material are that much bigger when the volume considered is large. The writer will show that the lack of homogeneity of the granular medium caused by an isolated slip line explains the scale effect in a dense sand mass. Observations are presented which make it possible to situate and interpret the scale effects obtained with dense sand when the stress field is not homogeneous, especially in the presence of gravity.
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Published In
Journal of the Geotechnical Engineering Division
Volume 100 • Issue 1 • January 1974
Pages: 95 - 99
Copyright
© 1974 American Society of Civil Engineers.
History
Published in print: Jan 1974
Published online: Feb 10, 2021
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Authors
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Pierre A. Habib, M.ASCE
Dir., Laboratoire de Mécanique des Solides, Ecole Polytechnique, Paris, France
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Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.