Factors influencing nonstandard piezocone dissipation curves and interpreting the coefficient of consolidation

Abstract

Piezocone dissipation curves can be categorized as standard (monotonic) or nonstandard (nonmonotonic) curves. However, most methods to evaluate the horizontal coefficient of consolidation (ch) from piezocone dissipation tests are only applicable to standard dissipation curves. The factors that influence nonstandard piezocone dissipation curves were numerically investigated, and a method to interpret the ch from nonstandard dissipation curves was proposed. Nonstandard dissipation curves appear if the maximum excess pore pressure is located some distance away from the pore pressure sensor (sensor located on the cone shoulder or penetration in overconsolidated soils) when the penetration is halted to carry out the dissipation test. Some factors result in more marked nonstandard dissipation phenomena, e.g., a larger overconsolidation ratio (OCR) and a smaller horizontal permeability (kh). Assuming that the ch calculated based on the time for 50 % dissipation of the maximum excess pore pressure (t50) from the standard dissipation curve by the existing method is the “real” value, an equation for correcting t50 from nonstandard dissipation curves was proposed based on the initial value of excess pore pressure (ui), the maximum value of excess pore pressure (umax) and the time for reaching the maximum excess pore pressure (tumax). The ch values interpreted by the corrected t50 (t50c) were larger than those interpreted by the method of shifting log t and were more representative of the actual ch values in the field.