The Evaluation of the Initial Shear Modulus of Selected Cohesive Soils

[1] BURLAND J.B., “Small is beautiful” - the stiffness of soils at small strains, 9th Bjerrum Memorial Lecture, Canadian Geotechnical Journal, 1989, 26, 499-516, ISSN: 0008-3674.10.1139/t89-064Search in Google Scholar

[2] GABRYŚ K., Charakterystyki odkształceniowe wybranych gruntów spoistych, (in Polish), Deformation characteristics of selected cohesive soils, Doctoral thesis, Warsaw University of Life Sciences, Faculty of Civil and Environmental Engineering, 2014.Search in Google Scholar

[3] GDS Resonant Column (2010), The GDS Resonant Column System Handbook, version 2.2.2010, from http://www.gdsinstruments.comSearch in Google Scholar

[4] GRYCZMAŃSKI M., State of the art in modelling of soil behaviour at small strains, Architecture Civil Engineering Environment, The Silesian University of Technology, 1/2009, 61-77.Search in Google Scholar

[5] HARDIN B.O., BLACK W.L., Sand stiffness under various triaxial stresses. Journal of Soil Mechanics and Foundation Division, ASCE, 1966, 92(2), 667-692.10.1061/JSFEAQ.0000865Search in Google Scholar

[6] HARDIN B.O., DRNEVICH V.P., Shear Modulus and Damping in Soils: Design Equations and Curves, Journal of the Soil Mechanics and Foundations Division, ASCE, 1972, 98(7), 667-692.10.1061/JSFEAQ.0001760Search in Google Scholar

[7] KOKUSHO T., Cyclic triaxial test of dynamic soil properties for wide strain range, Soils and Foundations, JSSMFE, 1980, 20(2), 45-60.10.3208/sandf1972.20.2_45Search in Google Scholar

[8] KRIEGEL H.J., WEISNER, H.H., Problems of stress-strain conditions in subsoil, Proceedings of 8th Int. Conf. on Soil Mechanics and Foundation Engineering, 1973, 1(3), 133-141, Moscow, Russia.Search in Google Scholar

[9] LOWE J., JOHNSON T.C., Use of back pressure to increase degree of saturation in triaxial test specimens, ASCE Conf. on Shear Strength Cohesive Soils, Boulder, Colorado, USA, 1960, 819-836.Search in Google Scholar

[10] PN-EN ISO 14688-1:2006 Badania geotechniczne. Oznaczanie i klasyfikowanie gruntów. Część I: Oznaczanie i opis, (in Polish), Eurocode 7 - Geotechnical design - Part 1. General rules.Search in Google Scholar

[11] SAS W., GABRYŚ K. Laboratory measurement of shear stiffness in resonant column apparatus, ACTA Scientiarium Polonorum, series Architectura, 2012, 11(4), 29-39.Search in Google Scholar

[12] SEED H., BOLTON M.D., IDRISS I.M., Soil Moduli and Damping Factors for Dynamic Response Analysis, Earthquake Engineering Research Centre, University of California, Berkeley, 1970, (Report No. EERC 70-10).Search in Google Scholar

[13] VIGGIANI G., ATKINSON J.H., Stiffness of fine-grained soils at very small strains, Géotechnique, 1995, 45(2), 249-265. DOI: 10.1680/geot.1995.45.2.249.10.1680/geot.1995.45.2.249Search in Google Scholar