References
- [1] BAJDA M., KODA E., Badania geotechniczne do oceny warunków posadowienia w strefach przykrawędziowych Skarpy Warszawskiej (Geotechnical tests for estimation of engineering conditions at the edge zone of “Skarpa Warszawska” toe), Przegląd Naukowy Inżynieria i Kształtowanie Środowiska, 2013, 60, 22(2), 126-136, (in Polish).
- [2] BISHOP A.W., The strength of soils as engineering materials, The 6th Rankine Lecture, Géotechnique, 1966, 16(2), 91-130.
- [3] HEAD K.H., Manual of soil laboratory testing, John Wiley & Sons, England, 1998.
- [4] HIGHT D.W., GENS A., SYMES M.J., The development of a new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils, Géotechnique, 1983, 33(4), 335-383.
- [5] JARDINE R.J., MENKITI C.O., The undrained anisotropy of Ko consolidated sediments, Proc. 12th ECSMGE, Amsterdam, 1999, 2, 1101-1108.
- [6] LADE V.P., KIRKGARD M.M., Effects of stress rotation and changes of b-values on cross-anisotropic behavior of natural K0 consolidated soft clay, Soils and Foundations, 2000, 40(6), 93-105.
- [7] LIN H., PENUMADU D., Experimental investigation on principal stress rotation in Kaolin Clay, Journal of Getechnical and Geoenvironmental Engineering, 2005, 131(5), 633-642, DOI: 10.1061/(ASCE)1090-0241(2005)131:5(633).
- [8] LIPIŃSKI M.J., WDOWSKA, M.K., A stress history and strain dependent stiffness of overconsolidated cohesive soil, Annals of Warsaw University of Life Sciences - SGGW, Land Reclamation, 2011, 43(2), 207-216, DOI: 10.2478/v10060-011-0056-y.
- [9] NISHIMURA S., MINH N.A., JARDINE R.J., Shear strength anisotropy of natural London Clay. Géotechnique, 2007, 57(1), 49-62.
- [10] ROLO R., The anisotropic stress-strain-strength behavior of brittle sediments, Ph.D. Thesis, Imperial College, London, 2003.
- [11] SAYAO A., VAID Y.P., A critical assessment of stress nonuniformities in hollow cylinder test specimens, Soils and Foundations, 1991, 31(1), 60-72.
- [12] WRZESIŃSKI G., LECHOWICZ Z., Influence of the rotation of principal stress directions on undrained shear strength, Annals of Warsaw University of Life Sciences - SGGW, Land Reclamation, 2013, 45(2), 183-192, DOI: 10.2478/ sggw-2013-0015.
- [13] WRZESIŃSKI G., Stability analysis of embankment including the influence of rotation of the principal stress directions on shear strength of subsoil, PhD Thesis, Warsaw University of Life Sciences - SGGW, 2015, (manuscript).
- [14] ZDRAVKOVIĆ L., JARDINE R.J., The effects on anisotropy of rotating the principal stress axes during consolidation, Géotechnique, 2001, 51(1), 69-83.