Research Article
Aug 1978
New Aspects of Soil Fracturing in Clay
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VIEW THE REPLYPublication: Journal of the Geotechnical Engineering Division
Volume 104, Issue 8
Abstract
A theoretical analysis using cavity expansion theory suggests that soil fracturing can occur within the plastic zone during expansion of a cavity in clay. Results from pore pressure measurements during pile driving and hydraulic fracturing tests support these theoretical conclusions. Practical consequences of soil fracturing are considered with respect to pile driving in clay, the efficiency of driven sand drains as well as field permeability tests. An analysis of the hydraulic fracturing tests for determination of in-situ stresses indicates that, in almost all cohesive soils, fracturing is likely to occur along vertical planes in both normally and overconsolidated clays.
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Published In
Journal of the Geotechnical Engineering Division
Volume 104 • Issue 8 • August 1978
Pages: 1109 - 1123
Copyright
© 1978 American Society of Civil Engineers.
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Published in print: Aug 1978
Published online: Feb 11, 2021
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Authors
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Karl Rainer Massarsch, M.ASCE
Visiting Asst. Prof., Univ. of Kentucky, Lexington, Ky
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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.