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DETERMINATION OF THE SMALL STRAIN STIFFNESS OF SELECTED COHESIVE SOILS FROM WARSAW, POLAND

Markowska-Lech, Katarzyna, Sas, Wojciech, Gabrys, Katarzyna, Bajda, Marek, Lech, Mariusz

First published: 2016-06-28https://doi.org/10.5593/sgem2016/b13/s02.010View metrics

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Publication details

Title
DETERMINATION OF THE SMALL STRAIN STIFFNESS OF SELECTED COHESIVE SOILS FROM WARSAW, POLAND
Authors
Markowska-Lech, Katarzyna, Sas, Wojciech, Gabrys, Katarzyna, Bajda, Marek, Lech, Mariusz
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 16th International Multidisciplinary Scientific GeoConference SGEM2016, Science and Technologies in Geology, Exploration and Mining
Publisher
Stef92 Technology
Year
2016
Pages
77-84
ISSN
1314-2704
ISBN
978-619-7105-57-5
Language
en
Publication type
Conference Paper
Keywords
References30
  1. LoPresti, D.C.F., Pallara, O., Jamiolkowski, M., Cavallaro, A. 1999. Anisotropy of small stiffness of undisturbed and reconstituted clays. Pre -failure Deformation of Geomaterials, Jamiolkowski, Lancellotta&LoPresti (eds), Balkema, Rotterdam: 3-10,

  2. Schnaid, F. 2005. Geo -characterization and properties of natural soils by in situ tests, Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Osaka 2005, Millpress, Rotterdam: 3-45,

  3. Stokoe, K.H.II, Rathje, E.M., Axtell, P.J. 2005. Development of an in situ method to measure the nonlinear shear modulus of soil. Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Osaka 2005, Millpress, Rotterdam: 751-754,

  4. Clayton C.R.I. 2011. Stiffness of small strain: research and practice. Geotechnique 61, No 1, 5-37,

  5. Schneider, J.A., Hoyos, L.Jr., Mayne, P., Macari, E.J., Rix, G.J. 1999. Field and laboratory measurements of dynamic shear modulus of Piedmont residual soils. ASCE Geotechnical Special Publication no. 92, Behavioral Characteristic of Residual Soils, Charlotte, NC: 12 - 25,

  6. Pelli F., Minuto D., Isetta E., Lombardi G. 2004. Geotechnical characterization of an overconsolidated Pliocene clay by field and laboratory tests. Proceedings ISC -2 on Geotechnical and Geophysical Site Characterization, Viana da Fonseca & Mayne (eds.), 2004 Millpress, Rotterdam, 1827-1834,

  7. Hardin B.O., Black W.L. 1968. Vibration modulus of normally consolidated clay. Journal of the Soil Mechanics and Foundations Division. ASCE, vol.94(2), 353-368,

  8. Wolski, W. & Lipinski, M.J. 2006. Site characterization for geotechnical and e nvironmental purposes. Proc. of the XIIIth Danube -European Conference on Geotechnical Engineering, 29-31.V.2006, Ljubljana, vol.1:129-150.

  9. Lech M. Bajda M. Markowska -Lech K. 2009. The use of resistivity and seismic cone penetration tests for site characterization. Annals of Warsaw University of Life Sciences - SGGW. Land Reclamation. Volume 40, Issue 1, 87–96,

  10. Markowska-Lech K., Bajda M. 2016. Estimation of shear modulus G 0 for clays. Scientific Rewiew – Engineering and Environmental Sciences No 71, 2016, 3-12 (in polish),

  11. Viggiani, G. 1995. Panelist discussion: Recent advances in the interpretation of bender element tests. Pre -failure Deformation of Geomaterials, Shibuya, Mitachi&Miura (eds), Balkema, Rotterdam, vol.2: 1099-1104,

  12. Brignoli, E., Gotti, M., Stokoe, K.H.II. 1996. Measurement of shear waves in laboratory specimens by means of piezoelectric transducers. ASTM Geotechnical Testing Journal, vol.19, No 4: 384-397,

  13. Kawaguchi, T., Mitachi, T., Shibuya, S. 2001. Evaluation of shear wave travel time in laboratory bender element test., Proceedings of 15th International Conference on Soil Mechanics and Geotechnical Engineering, Istanbul vol.1: 155-158,

  14. Viggiani G., Atkinson J.H. 1995 . Interpretation of bender element tests . Géotechnique 45 (1), 149-154

  15. Gu X.Q., Yang J. 2011. Laboratory measurement of shear stiffness of decomposed granite. Proceedings of the 15th European Conference on Soil Mechanics and Geotechnical Engineering, IOS Press, 2011. 191–196. 16th International Multidisciplinary Scientific GeoConference SGEM2016 www.sgem.org

  16. LoPresti, D.C.F., Pallara, O., Jamiolkowski, M., Cavallaro, A. 1999. Anisotropy of small stiffness of undisturbed and reconstituted clays. Pre -failure Deformation of Geomaterials, Jamiolkowski, Lancellotta&LoPresti (eds), Balkema, Rotterdam: 3-10,

  17. Schnaid, F. 2005. Geo -characterization and properties of natural soils by in situ tests, Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Osaka 2005, Millpress, Rotterdam: 3-45,

  18. Stokoe, K.H.II, Rathje, E.M., Axtell, P.J. 2005. Development of an in situ method to measure the nonlinear shear modulus of soil. Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Osaka 2005, Millpress, Rotterdam: 751-754,

  19. Clayton C.R.I. 2011. Stiffness of small strain: research and practice. Geotechnique 61, No 1, 5-37,

  20. Schneider, J.A., Hoyos, L.Jr., Mayne, P., Macari, E.J., Rix, G.J. 1999. Field and laboratory measurements of dynamic shear modulus of Piedmont residual soils. ASCE Geotechnical Special Publication no. 92, Behavioral Characteristic of Residual Soils, Charlotte, NC: 12 - 25,

  21. Pelli F., Minuto D., Isetta E., Lombardi G. 2004. Geotechnical characterization of an overconsolidated Pliocene clay by field and laboratory tests. Proceedings ISC -2 on Geotechnical and Geophysical Site Characterization, Viana da Fonseca & Mayne (eds.), 2004 Millpress, Rotterdam, 1827-1834,

  22. Hardin B.O., Black W.L. 1968. Vibration modulus of normally consolidated clay. Journal of the Soil Mechanics and Foundations Division. ASCE, vol.94(2), 353-368,

  23. Wolski, W. & Lipinski, M.J. 2006. Site characterization for geotechnical and e nvironmental purposes. Proc. of the XIIIth Danube -European Conference on Geotechnical Engineering, 29-31.V.2006, Ljubljana, vol.1:129-150.

  24. Lech M. Bajda M. Markowska -Lech K. 2009. The use of resistivity and seismic cone penetration tests for site characterization. Annals of Warsaw University of Life Sciences - SGGW. Land Reclamation. Volume 40, Issue 1, 87–96,

  25. Markowska-Lech K., Bajda M. 2016. Estimation of shear modulus G 0 for clays. Scientific Rewiew – Engineering and Environmental Sciences No 71, 2016, 3-12 (in polish),

  26. Viggiani, G. 1995. Panelist discussion: Recent advances in the interpretation of bender element tests. Pre -failure Deformation of Geomaterials, Shibuya, Mitachi&Miura (eds), Balkema, Rotterdam, vol.2: 1099-1104,

  27. Brignoli, E., Gotti, M., Stokoe, K.H.II. 1996. Measurement of shear waves in laboratory specimens by means of piezoelectric transducers. ASTM Geotechnical Testing Journal, vol.19, No 4: 384-397,

  28. Kawaguchi, T., Mitachi, T., Shibuya, S. 2001. Evaluation of shear wave travel time in laboratory bender element test., Proceedings of 15th International Conference on Soil Mechanics and Geotechnical Engineering, Istanbul vol.1: 155-158,

  29. Viggiani G., Atkinson J.H. 1995 . Interpretation of bender element tests . Géotechnique 45 (1), 149-154

  30. Gu X.Q., Yang J. 2011. Laboratory measurement of shear stiffness of decomposed granite. Proceedings of the 15th European Conference on Soil Mechanics and Geotechnical Engineering, IOS Press, 2011. 191–196. 16th International Multidisciplinary Scientific GeoConference SGEM2016 www.sgem.org

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