Mechanical behaviour of calcareous waste under consolidated drained triaxial compression testing in saturated conditions

Jakub Zięba

doi:10.1051/e3sconf/201910601016

All issues

Volume 106 (2019)

E3S Web Conf., 106 (2019) 01016

References

Open Access

Issue		E3S Web Conf. Volume 106, 2019 5^th International Scientific Conference on Civil Engineering-Infrastructure-Mining


Article Number		01016
Number of page(s)		8
DOI		https://doi.org/10.1051/e3sconf/201910601016
Published online		24 June 2019

B. Czado, Analiza nośności pali fundamentowych na podstawie polowych badań gruntów sondą statyczną (Analysis of bearing capacity of foundation piles based on field cone penetration tests results), Rozprawa doktorska, Biblioteka Politechniki Krakowskiej (2014) (in Polish) [Google Scholar]
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BS 1377-8 "Methods of test for soils for civil engineering purposes. Shear strength tests (effective stress)", British Standards Institution, London (1990) [Google Scholar]
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[1] B. Czado, Analiza nośności pali fundamentowych na podstawie polowych badań gruntów sondą statyczną (Analysis of bearing capacity of foundation piles based on field cone penetration tests results), Rozprawa doktorska, Biblioteka Politechniki Krakowskiej (2014) (in Polish) [Google Scholar]

[2] E. Pilecka, J. Zięba "Preliminary studies of the dynamic stiffness modules of soil samples from the Solvay Sodium Plant waste landfill in Krakow", E3S Web of Conferences (2017), doi: 10.1051/e3sconf/20172402006 [Google Scholar]

[3] https://ciechgroup.com [Google Scholar]

[4] I. Krzak, Zagospodarowanie terenów poprzemysłowych Krakowskich Zakładów Sodowych "Solvay" (Post - industry reclamation of Cracow Soda Industry "Solvay"), Problemy Ekologii Krajobrazu, 17, 283-287 (2005) (in Polish) [Google Scholar]

[5] E. Pilecka, J. Zięba, R. Pilecki "S-wave velocity in samples of calcareous waste", E3S Web of Conferences (2017), doi: 10.1051/e3sconf/20186602005 [Google Scholar]

[6] BS 1377-8 "Methods of test for soils for civil engineering purposes. Shear strength tests (effective stress)", British Standards Institution, London (1990) [Google Scholar]

[7] A. W. Skempton, "The Pore-Pressure Coefficients A and B", Geotechnique 4:4, 143-147 (1954), doi: 10.1680/geot.1954.4.4.143 [CrossRef] [Google Scholar]

[8] Lambe, T.W., "Stress Path Method", Jnl. Soil Mech. & Found. Division, ASCE, Vol. 93, No. SM6, 309-331 (1967). [Google Scholar]

[9] G. Ranjan, A. S. R. Rao: Basic and Applied Soil Mechanics. New Age International, 2000, chapter 10, 287 ÷ 352. ISBN: 8122412238, 9788122412239 [Google Scholar]

[10] P. J. Vardanega, d M. D. Bolton, "Stiffness of Clays and Silts: Normalizing Shear Modulus and Shear Strain", Journal of Geotechnical & Geoenvironmental Engineering, Vol. 139 Issue 9, 1575÷1589 (2013), doi: 10.1061/(ASCE)GT.1943-5606.0000887 [CrossRef] [Google Scholar]