ANALYSIS OF UNDRAINED CONE PENETRATION AS A STEADY FLOW PROBLEM.

A formulation is described for the analysis of the penetration of a cone, of similar geometry to that used in the CPT test, into an undrained clay. The penetration problem is modelled as a steady state flow of soil past a static cone, and for this problem the governing differential equations for the...

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Bibliographic Details
Main Authors: Houlsby, G, Wheeler, A, Norbury, J
Format: Journal article
Language:English
Published: A. A. Balkema 1985