A simple slurry consolidometer designed for the estimation of the consistency limits of soils

Abstract

An inexpensive slurry consolidometer design is described that uses porous polyethylene as the permeable barrier for sample dewatering (maximum effective stress of 200 kPa) and permits monitoring of sample pore-water pressures less than 100 kPa with a portable pressure transducer. The instrument is applied in this study to the consolidation-based estimation of the Atterberg soil consistency limits of both agricultural soils and till and glaciolacustrine materials (clay fraction predominantly Ca-saturated illites) sampled from sonic boreholes. All soils originated from southwestern Ontario, Canada. With the normally consolidated (virgin) compression line expressed as a w(logσ') function, the A.S.T.M. liquid and plastic limits of the borehole soils were found to occupy relatively fixed positions on the VCL at mean effective stresses of about 61 kPa and 0.42 MPa, respectively. Marginally plastic and non-plastic soils could be distinguished as having compression line slopes approaching zero. The effective stress at the liquid limit decreased logarithmically from 61 kPa with increasing organic carbon content in the agricultural soils. Consolidated slurries of all soils investigated that were clearly plastic exhibited a mean drop-cone penetration depth of approximately 13 mm at the A.S.T.M. liquid limit, a significant departure from the British Standard of 20 mm. Slurry consolidation can be used as a sample preparation method for measurement of the liquid limit by the drop-cone or one-point A.S.T.M. procedures. It has also shown potential as a procedural alternative for the estimation of both test indices, mostly for geotechnical applications. It is probable that this unified test protocol must be recalibrated for soils where the dominant clay minerals and saturating bases are different from those in this study.