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Repeated loading of cohesive soil – shakedown theory in undrained conditions

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The development of industry and application of new production techniques could bring about extraordinary problems that have been neglected. One of these challenges in terms of soil mechanics is high frequency cyclic loading. Well constructed foundation may reduce this troublesome phenomenon but excluding it is usually uneconomic. In this paper, shakedown theory assumptions were studied. Cyclically loaded soils behave in various ways depending on the applied stress rate. Common cohesive soils in Poland, i.e., sandy-silty clays are problematic and understanding of their behaviour in various conditions is desired. In order to study repeated loading of this material, cyclic triaxial test were carried out. Cyclic loading tests were conducted also in one way compression. These methods in small strain regime allow permanent strain increment analysis with resilient response after numerous cycles. This behaviour was subsequently exploited in the study of shakedown theory. This paper contains some conclusions concerning the above-mentioned theory.
Słowa kluczowe
Rocznik
Strony
11--16
Opis fizyczny
Bibliogr. 27 poz., rys.
Twórcy
  • Warsaw University of Life Sciences – SGGW, Faculty of Civil and Environmental Engineering, ul. Nowoursynowska 159, 02-776 Warszawa, Poland
  • Warsaw University of Life Sciences – SGGW, Faculty of Civil and Environmental Engineering, ul. Nowoursynowska 159, 02-776 Warszawa, Poland
autor
  • Warsaw University of Life Sciences – SGGW, Faculty of Civil and Environmental Engineering, ul. Nowoursynowska 159, 02-776 Warszawa, Poland
Bibliografia
  • [1] ARVIN M.A., ASKARI F., FARZANEH O., Seismic behavior of slopes by lower bound shakedown theory, Computers and Geotechnics, 2012, 39, 107–115, DOI: 10.1016/j.compgeo.2011.08.001.
  • [2] BOULBIBANE M., PONTER A.R.S., The linear matching method for the shakedown analysis of geotechnical problems, International Journal for Numerical and analytical Methods in Geomechanics, 2006, 30(2), 157–179, DOI: 10.1002/nag.481.
  • [3] BOULBIBANE M., WEICHERT D., Application of shakedown theory to soils with non-associated flow rules, Mechanics Research Communications, 1997, 24(5), 516–519, DOI: 10.1016/S0093-6413(97)00056-6.
  • [4] CUNNY R.W., SLOAN R.C., Dynamic loading machine and results of preliminary small-scale footing tests, ASTM Special Technical Publication, 1961, 305, 65–77.
  • [5] GŁUCHOWSKI A., Estimating of shakedown limit for cohesive soils under cyclic loading from cCBR test, [in:] J. Bzówka (ed.), Wiedza i eksperymenty w budownictwie, 2014, 61–69.
  • [6] HU C., LIU H., HUANG W., Anisotropic bounding-surface plasticity model for the cyclic shakedown and degradation of saturated clay, Computers and Geotechnics, 2012, 44, 34–47, DOI: 10.1016/j.compgeo.2012.03.009.
  • [7] KALINOWSKA M., JASTRZĘBSKA M., Behaviour of cohesive soil subjected to low-frequency cyclic loading in straincontrolled tests, Studia Geotechnica et Mechanica, 2014, 36(3), 21–35, DOI: 10.2478/sgem-2014-0024.
  • [8] KOITER W.T., General theorems for elastic-plastic solids, [in:] I.N. Sneddon, R. Hill (eds.), Progress in Solid Mechanics, 1960, 167–221.
  • [9] KONIG J.A., Shakedown of Elastic-Plastic Structures, Elsevier, Warszawa, 1987.
  • [10] LI H.X., YU H.S., A non linear programming approach to kinematic shakedown analysis of frictional materials, International Journal of Solids Structures, 2006, 43(21), 6594–6614, DOI: 10.1016/j.ijsolstr.2006.01.009.
  • [11] MELAN E., Zur plastizitat des raumlichen Kontinuums, Ing. Arch., 1938, 19, 116–125.
  • [12] NAZZAL M.D., MOHAMMAD L.N., AUSTIN A., Evaluation of the shakedown behavior of unbound granular base materials, Geo-Frontiers Congress, 2011.
  • [13] NI J., INDRARATNA B., GENG X.Y., CARTER J.P., RUJIKIATKAMJORN C., Radial consolidation of soft soils under cyclic loads, Computers and Geotechnics, 2013, 50, 1–5, DOI: 10.1016/jcompgeo.2012.11.011.
  • [14] PANDE G.N., Shakedown of foundations subjected to cyclic loads, [in:] O.C. Zienkiewicz, G.N. Pande (eds.), Soil Mechanics – Transient and Cyclic Loads, 1982, 469–489.
  • [15] CHINH P.D., Shakedown theory for elastic plastic kinematic hardening bodies, International Journal of Plasticity, 2007, 23(7), 1240–1259, DOI: 10.1016/j.compgeo.2012.11.011.
  • [16] PONTER A.R.S., HEARLE A.D., JOHNSON K.L., Application of the kinematical shakedown theorem to rolling and sliding point contacts, Journal of the Mechanics and Physics of Solids, 1985, 33(4), 339–362.
  • [17] RAYMOND G.P., KOMOS F.E., Repeated load testing of a model plane strain footing, Canadian Geotechnical Journal, 1978, 15(2), 190–201.
  • [18] SHARP R.W., BOOKER J.R., Shakedown of pavements under moving surface loads, Journal of Transportation Engineering, 1984, 110(1), 1–14.
  • [19] SAS W., GŁUCHOWSKI A., Application of cyclic CBR test to approximation of subgrade displacement in road pavement, Acta Scientarum Polonorum-Architectura, 2013, 12(1), 51–61.
  • [20] TAO M., MOHAMMAD L.N., NAZZAL M.D., ZHANG Z., WU Z., Application of shakedown theory in characterizing traditional and recycled pavement base materials, Journal of Transportation Engineering, 2010, 136(3), 214–222.
  • [21] WERKMEISTER S., DAWSON A.R., WELLNER F., Permanent deformation behavior of granular materials and the shakedown concept, Transportation Research Record: Journal of the Transportation Research Board, 2001, 1757(1), 75–81.
  • [22] WERKMEISTER S., Permanent deformation behavior of unbound granular materials, Doctoral dissertation, University of Technology, Dresden, Germany, 2003.
  • [23] WERKMEISTER S., Shakedown analysis of unbound granular materials using accelerated pavement test results from New Zeland’s CAPTIF facility, Geotechnical Special Publication, 2006, 154, Shanghai, China, 220–228.
  • [24] YASHUARA K., HIRAO K., HYDE A.F.L., Effects of cyclic loading on undrained strength and compressibility of clay, Soils and Foundations, 1992, 32(1), 100–116.
  • [25] YU H. S., KHONG C. D., WANG J., ZHANG G., Experimental evaluation and extension of a simple critical state model for sand, Granular Matter, 2005, 7(4), 213–225, DOI: 10.1007/s10035-005-0209-y.
  • [26] YU H.S., Plasticity and Geotechnics, Springer, New York, 2006.
  • [27] YU H.S., HOSSAIN M.Z., Lower bound shakedown analysis of layered pavements using discontinuous stress fields, Computer Methods in Applied Mechanics and Engineering, 1998, 167(3), 209–222, DOI: 10.1016/S0045-7825 (98)00120-0.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-482a3d6c-2fd2-4ab5-a613-b9758cd10a1a
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