Research Article
Nov 1975
Quasi-Static Deep Penetration in Clays
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VIEW THE REPLYPublication: Journal of the Geotechnical Engineering Division
Volume 101, Issue 11
Abstract
Deformations caused by the steady-state penetration of a rigid rough wedge in clay are compared with theoretical predictions. It is found that the mechanism of sharp wedge penetration was consistent with the cutting process assumed by the theory. However, the larger the apex wedge angle the less accurate are the theoretical predictions. The mechanism of blunt wedge penetration is one of compression in which a rigid region of clay moves with the wedge, so that the deformation patterns are difficult to interpret. Measured penetration resistance is in reasonable agreement with the theory. The suitability of plasticity theory to resolve penetration problems is assessed and its deficiencies identified.
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Published In
Journal of the Geotechnical Engineering Division
Volume 101 • Issue 11 • November 1975
Pages: 1119 - 1133
Copyright
© 1975 American Society of Civil Engineers.
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Published in print: Nov 1975
Published online: Feb 10, 2021
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Mohsen M. Baligh
Asst. Prof. of Civ. Engrg., Massachusetts Inst. of Tech., Cambridge, Mass
Ronald F. Scott, M.ASCE
Prof. of Civ. Engrg., California Inst. of Tech., Pasadena, Calif
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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.
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