Uneingeschränkter Zugang

Behaviour of Cohesive Soil Subjected to Low-Frequency Cyclic Loading in Strain-Controlled Tests


Zitieren

[1] AHNBERG H., LARSSON R., Strength degradation of clay due to cyclic loadings and enforced deformation, Swedish Geotechnical Institute, Report 75, 2012.Search in Google Scholar

[2] ANDERSEN K.H., Behaviour of clay subjected to undrained cyclic loading, Proc. BOSS'76, Trondheim, 1976, Vol. 1, 392-403.Search in Google Scholar

[3] ANDERSEN K.H., LAURITZSEN R., Bearing capacity for foundations with cyclic loads, Proc. ASCE, J. Geot. Eng., 1988, Vol. 114, No. 5, May, 540-555.10.1061/(ASCE)0733-9410(1988)114:5(540)Search in Google Scholar

[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, 499-529.10.1061/AJGEB6.0000957Search in Google Scholar

[5] ANSAL A.M., ERKEN A., Undrained behavior of clay under cyclic shear stress, J. of Geotech. Eng., ASCE, 1989, Vol. 115, No. 7, 968-983.10.1061/(ASCE)0733-9410(1989)115:7(968)Search in Google Scholar

[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. 1982.10.6028/NBS.BSS.138Search in Google Scholar

[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, 477-488.10.1061/(ASCE)1090-0241(2005)131:4(477)Search in Google Scholar

[8] HOULSBY G.T., BURD H.J., Understanding the behaviour of unpaved roads on soft clay, 12th ECSMGE, Amsterdam 1999, Vol. 1, 31-42.Search in Google Scholar

[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, 1-11.10.3208/sandf1972.34.4_1Search in Google Scholar

[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.Search in Google Scholar

[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).Search in Google Scholar

[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).Search in Google Scholar

[13] KALINOWSKA M., Definition of failure criterion for clay subjected to low-frequency cyclic loading, M. Sc. Thesis, Silesian University of Technology, Gliwice 2013.Search in Google Scholar

[14] LIPIŇSKI M.J., Undrained response of cohesionless soils to monotonic loading, Ph.D. Thesis, Gdansk University of Technology, Gdansk 2000.Search in Google Scholar

[15] MATSOVIC N., VUCETIC M., Generalized cyclic-degradationpore- pressure generation model for clays, J. of Geotech. Eng, ASCE, 1995, Vol. 121, No.1, 33-42.10.1061/(ASCE)0733-9410(1995)121:1(33)Search in Google Scholar

[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, 1101-1120.10.1061/AJGEB6.0001043Search in Google Scholar

[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.Search in Google Scholar

[18] PROCTER D.C., KHAFFAF J., Cyclic triaxial tests on remolded clays, J. Geotech. Eng., ASCE, 1984, Vol. 110, No. 10, 1431-1445.10.1061/(ASCE)0733-9410(1984)110:10(1431)Search in Google Scholar

[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.Search in Google Scholar

[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.Search in Google Scholar

[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.Search in Google Scholar

[22] SAWICKI A., Soil mechanics for cyclic loading, IBW PAN Publishers, Gdansk 1991, (in Polish).Search in Google Scholar

[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).Search in Google Scholar

[24] VUCETIC M., Cyclic threshold shear strains in soils, J. of Geotech. Eng., ASCE, 1994, Vol. 120, No. 12, 2208-2228.10.1061/(ASCE)0733-9410(1994)120:12(2208)Search in Google Scholar

[25] VUCETIC M., DOBRY R., Degradation of marine clays under cyclic loading, J. Geotech. Eng., ASCE, 1988, Vol. 114, No. 2, 133-149.10.1061/(ASCE)0733-9410(1988)114:2(133)Search in Google Scholar

[26] VUCETIC M., DOBRY R., Effect of soil plasticity on cyclic response, J. of Geotech. Eng., 1991, Vol. 117, No. 1, 89-107.10.1061/(ASCE)0733-9410(1991)117:1(89)Search in Google Scholar

[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.Search in Google Scholar

[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, 100-116.10.3208/sandf1972.32.100Search in Google Scholar

[29] ZERGOUN M., VAID Y.P., Effective stress of clay to undrained cyclic loading, Canadian Geotechnical Journal, 1994, Vol. 31, No. 5, 714-727.10.1139/t94-083Search in Google Scholar

eISSN:
2083-831X
ISSN:
0137-6365
Sprache:
Englisch
Zeitrahmen der Veröffentlichung:
4 Hefte pro Jahr
Fachgebiete der Zeitschrift:
Geowissenschaften, andere, Materialwissenschaft, Verbundwerkstoffe, Poröse Materialien, Physik, Mechanik und Fluiddynamik