Особенности деформируемости глинистых грунтов в диапазоне малых деформаций

Some regularities of clay soils deformation behavior in small-strain range (10-5 - 10-4) are presented based of consolidated drained triaxial tests. Both usual and local sensors were used for measurements of strains and pore pressure. The presented data demonstrate sufficient differencies between total and local strains at the same stage of loading as well as the influence of strain rate