Undrained strengths of a range of natural cohesive soils are investigated over an effective stress range of 0.1 to 10 MPa. The resedimentation technique is effectively used to produce identical samples for KO-consolidated undrained triaxial compression testing. Normalized shear stress - strain responses and undrained strength ratios are found to vary considerably and consistently when viewed over a significant stress range. The undrained strength ratio of a soil and its variation with stress level can be estimated from liquid limit, an easily measured index property which reflects clay mineralogy and clay fraction of a cohesive soil. © Springer-Verlag Berlin Heidelberg 2013.
CITATION STYLE
Casey, B., & Germaine, J. T. (2013). Variation of cohesive sediment strength with stress level. Springer Series in Geomechanics and Geoengineering, 3, 261–266. https://doi.org/10.1007/978-3-642-32492-5_33
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