Soil compression curves are frequently used in compaction studies. These curves describe the relationship between the logarithm of applied pressure and the soil bulk density or void ratio. The preconsolidation pressure divides the soil compression curves into a region of recoverable and a region of unrecoverable deformations. Consequently, the preconsolidation pressure has been used as an estimate of soil load support capacity of partially saturated soils. The preconsolidation pressure is laboratory-obtained through the uniaxial compression test which requires sophisticated equipment. Besides the time spent on the test realization, it is necessary to use a graphic method or spreadsheet procedure for its determination. An alternative way to minimize this problem would be the calibration of the preconsolidation pressure by other ways of easy and fast achievement. Thus, the objective of this study was to propose an alternative evaluation method of the preconsolidation pressure by a penetrometer. For this purpose, the preconsolidation pressures and penetration resistance in the superficial layer of a Yellow Argisol (PA) and Plinthosol (FX) from Aracruz (ES), Brazil, were determined in the laboratory. Field tests were carried out with an Oxisol (LV) located in Belo Oriente (MG). The coefficients of determination were significant and varied from 0.88 to 0.99. The equations that relate the preconsolidation pressure (sigmap) with the penetration resistance (RP) were of the form: sigmap = a + b (RP). This equation permits the estimation of the preconsolidation pressure as a function of the penetrometer resistance, which may be used in the identification of the soil compaction and as a tool to come to a decision about realizing a particular mechanized operation or not.
Soil compaction; penetration resistance; preconsolidation pressure; modeling
