Proceedings of the Institution of Civil Engineers - Geotechnical Engineering · 2016 · 12 citations · 14 references
EngineeringMaterials EngineeringSoil SciencesGeotechnical EngineeringSoil MechanicsTribologyClay MineralsTribological MaterialsClaysDilatometer TestDilatometer TestingFrictionFriction AnglePiezocone TestingSoft Clay BehaviorUndisturbed Samples
A new method based on spherical cavity expansion theory is used to interrelate data from piezocone penetration tests (CPTUs) and flat plate dilatometer tests (DMTs) in soft to firm clays. Data from 27 clay sites are shown to confirm simple links that express the CPTU net resistance and excess porewater pressure in terms of th e DMT contact pressure and expansion pressure. As a result, the derived nexus is explored to predict the effective friction angle of soft to firm clays from DMT data using an existing CPTU limit plasticity solution. Two well-documented case studies are presented to illustrate the reasonable prediction of the effective friction angle in comparison with laboratory anisotropically consolidated undrained compression triaxial test results on undisturbed samples.
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Transportation Research Record
Anne Vingaard Olesen, Erik Kjems, Kristian Hegner Reinau et al. · 2016 · 11.4K citations
In Situ Tests by Flat Dilatometer
Silvano Marchetti · Journal of the Geotechnical Engineering Division · 1980 · 468 citations