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...
| Principais autores: | , , |
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| Formato: | Journal article |
| Idioma: | English |
| Publicado em: |
A. A. Balkema
1985
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