References
- [1] AHNBERG H., LARSSON R., Strength degradation of clay due to cyclic loadings and enforced deformation, Swedish Geotechnical Institute, Report 75, 2012.
- [2] ANDERSEN K.H., Behaviour of clay subjected to undrained cyclic loading, Proc. BOSS'76, Trondheim, 1976, Vol. 1, 392-403.
- [3] ANDERSEN K.H., LAURITZSEN R., Bearing capacity for foundations with cyclic loads, Proc. ASCE, J. Geot. Eng., 1988, Vol. 114, No. 5, May, 540-555.
- [4] ANDERSEN K.H., POOL J.H., BROWN S.F., ROSENBRAND W.F., Cyclic and static laboratory tests on Drammen clay, J. of Geotech. Eng. Div., ASCE, 1980, Vol. 106, GT5, 499-529.
- [5] ANSAL A.M., ERKEN A., Undrained behavior of clay under cyclic shear stress, J. of Geotech. Eng., ASCE, 1989, Vol. 115, No. 7, 968-983.
- [6] DOBRY R., LADD R.S., YOKEL F.Y., CHUNG R.M., POWELL D., Prediction of pore water pressure buildup and liquefaction of sands during earthquakes by the cyclic strain method, Building Science Series 183, Nat. Bureau of Standards, U.S. Department of Commerce, Washington D.C. 1982.
- [7] GREEN R.A., TERRI G.A., Number of equivalent cycles concept for liquefaction evaluations-revisited, J. of Geotech. and Geoenvir. Eng., 2005, Vol. 131, No. 4, 477-488.
- [8] HOULSBY G.T., BURD H.J., Understanding the behaviour of unpaved roads on soft clay, 12th ECSMGE, Amsterdam 1999, Vol. 1, 31-42.
- [9] HYODO M., YAMAMOTO Y., SUGIYAMA M., Undrained cyclic shear behaviour of normally consolidated clay subjected to initial static shear stress, Soils and Foundations, 1994, Vol. 34, No. 4, 1-11.
- [10] JACOBSEN H.M., IBSEN L.B., Development of pore pressure and material dumping during cyclic loading, Prof. 10th ECSMFE, Florence, 1991, Vol. 1, 219-222.
- [11] JASTRZEBSKA M., Calibration and verification of a single surface elasto-plasic model for soil with strongly nonlinear anisotropic hardening law, Ph.D. Thesis, Silesian University of Technology, Gliwice 2002, (in Polish).
- [12] JASTRZEBSKA M., Investigations of the behaviour of cohesive soils subject to cyclic loads in the area of small deformations, D. Sc. Monograph, 251, Silesian University of Technology Publishers, Gliwice 2010, (in Polish).
- [13] KALINOWSKA M., Definition of failure criterion for clay subjected to low-frequency cyclic loading, M. Sc. Thesis, Silesian University of Technology, Gliwice 2013.
- [14] LIPIŇSKI M.J., Undrained response of cohesionless soils to monotonic loading, Ph.D. Thesis, Gdansk University of Technology, Gdansk 2000.
- [15] MATSOVIC N., VUCETIC M., Generalized cyclic-degradationpore- pressure generation model for clays, J. of Geotech. Eng, ASCE, 1995, Vol. 121, No.1, 33-42.
- [16] MATSUI T., OHARA H., ITO T., Cyclic stress-strain history and shear characteristics of clay, J. of the Geotech. Eng. Div., ASCE, 1980, Vol. 106, No. GT10, 1101-1120.
- [17] MORTEZAIE A.R., Cyclic threshold strains in clays versus sands and the change of secant shear modulus and pore water pressure at small cyclic strains, UC Los Angeles Electronic Theses and Dissertations, 2012.
- [18] PROCTER D.C., KHAFFAF J., Cyclic triaxial tests on remolded clays, J. Geotech. Eng., ASCE, 1984, Vol. 110, No. 10, 1431-1445.
- [19] SAGASETA C., CUELLAR V., PASTOR M., Cyclic loading. In deformation of soils and displacement of structures, Proc. 10th ECSMFE, Florence, 1991, Vol. 3, 981-999.
- [20] SANGREY D.A., CASTRO G., POULOS S.J., FRANCE J.W., Cyclic loading of sands, silts and clays, Proc. ASCE Spec. Conf. Earthquake Eng. Soil Dyn., 1978, Vol. 2, 836-851.
- [21] SANGREY D.A., FRANCE J.W., Peak strength of clay soils after a repeated loading history, Proc. Int. Symp. Soils under Cycl. Trans. Load., Swansea, Rotterdam 1980, Vol. 1, 421-430.
- [22] SAWICKI A., Soil mechanics for cyclic loading, IBW PAN Publishers, Gdansk 1991, (in Polish).
- [23] ULINIARZ R., Critical state model for overconsolidated soil and its application in geotechnics, Ph.D. Thesis, Silesian University of Technology, Gliwice 2012, (in Polish).
- [24] VUCETIC M., Cyclic threshold shear strains in soils, J. of Geotech. Eng., ASCE, 1994, Vol. 120, No. 12, 2208-2228.
- [25] VUCETIC M., DOBRY R., Degradation of marine clays under cyclic loading, J. Geotech. Eng., ASCE, 1988, Vol. 114, No. 2, 133-149.
- [26] VUCETIC M., DOBRY R., Effect of soil plasticity on cyclic response, J. of Geotech. Eng., 1991, Vol. 117, No. 1, 89-107.
- [27] WOOD D.M., Laboratory investigations of the behaviour of soils under cyclic loading: a review, [in:] “Soil Mechanics- Transient and Cyclic Loads”, Eds. G.N. Pande, O.C. Zienkiewicz, J. Wiley, New York 1982, Chapt. 20, 513-582.
- [28] YASHUARA K., HIRAO K., HYDE A.F.L., Effects of cyclic loading on undrained strength and compressibility of clay, Soils and Foundations, 1992, Vol. 32, No. 1, 100-116.
- [29] ZERGOUN M., VAID Y.P., Effective stress of clay to undrained cyclic loading, Canadian Geotechnical Journal, 1994, Vol. 31, No. 5, 714-727.