<p>The author analyzes pore pressure changes in the dissipation mode of piezocone penetration testing (CPTU). A phenomenological equation for pore pressure dissipation in dilative soils is proposed. Conditions for the formation of various types of probe–soil interactions are studied. A classification of theoretically possible dissipation curves is proposed.</p>

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Modeling Pore Pressure Changes in the “CPTU Probe–Soil” System During Dissipation Testing

  • O. N. Isaev

摘要

The author analyzes pore pressure changes in the dissipation mode of piezocone penetration testing (CPTU). A phenomenological equation for pore pressure dissipation in dilative soils is proposed. Conditions for the formation of various types of probe–soil interactions are studied. A classification of theoretically possible dissipation curves is proposed.