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Stress-dilatancy for crushed latite basalt

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
In this article, the stress-dilatancy relationship for crushed latite basalt is analysed by using Frictional State Theory. The relationship is bilinear, and the parameters α and β determine these two straight lines. At the initial stage of shearing, the mean normal stress increment mainly influences breakage, but at the advanced stage, it is shear deformation that influences breakage. At the advanced stage of shearing, the parameter αpt represents energy consumption because of breakage and βpt mainly represents changes in volume caused by breakage during shear. It is also shown that breakage effect is significant at small stress levels and the η-Dp plane is important to fully understand the stress-strain behaviour of crushed latite basalt in triaxial compression tests.
Słowa kluczowe
Wydawca
Rocznik
Strony
6--10
Opis fizyczny
Bibliogr. 14 poz., rys., tab.
Twórcy
  • Faculty of Civil and Environmental Engineering, Bialystok University of Technology, Bialystok
Bibliografia
  • [1] BANDINI V., COOP M.R., The influence of particle breakage on the location of the critical state line of sands. Soils and Foundations, 2011, 51, No. 4, 591-600.
  • [2] CHAVEZ C., ALONSO E.E., A constitutive model for crushed granular aggregates which includes suction effects. Soils and Foundations, 2003, 43, No. 4, 215-227.
  • [3] COOP M. R., SORENSEN K. K., BODAS FREITAS T., GERGOUTSOS G., Particle breakage during shearing of a carbonate sand. Géotechnique, 2004, 54, No. 3,157-163.
  • [4] INDRARATNA B., LACKENBY J., CHRISTE D., Effect of confining pressure on the degradation of ballast under cyclic loading, Géotechnique, 2005, 55, No.4, 325-328.
  • [5] INDRARATNA B., SUN Q.D., NIMBALKAR S., Observed and predicted behaviour of rail ballast under monotonic loading capturing particle breakage, Canadian Geotechnical Journal, 2015, 52, 1, 73-86.
  • [6] LACKENBY J., INDRARATNA B., MCDOWELL G., CHRISTIE D., Effect of confining pressure on ballast degradation and deformation under cyclic triaxial loading, Géotechnique, 2007, 57, No.6, 527-536.
  • [7] LADE P.W., YAMMAMURO J.A., BOPP P.A., Significance of particle crushing in granular materials, Journal of Geotechnical and Geoenvironmental Engineering, 1996, 122, No.4, 309-316.
  • [8] MARSAL R.J., Large scale testing of rockfill materials, Journal of the Soil Mechanics and Foundation Division, ASCE, 1967, 93, No.2, 27-43.
  • [9] MCDOWELL G.R., BOLTON M.D., On the micromechanics of crushable aggregates, Géotechnique, 1998, 48, No.5, 667-679.
  • [10] MOONEYM. A., FINNO R.J., VIGGIANI M.G., A unique critical state for sand? Journal of Geotechnical and Geoenvironmental Engineering, 1998, 124, No.11, 1100-1108.
  • [11] RUSSEL A.R., KHALILI N., A bounding surface plasticity model for sands exhibiting particle crushing, Canadian Geotechnical Journal, 2004, 41, No.6, 1179-1192.
  • [12] SALIM W., INDRARATNA B., A new elastoplastic constitutive model for coarse granular aggregates incorporating particle breakage, Canadian Geotechnical Journal, 2004, 41, No. 4, 657-671.
  • [13] SZYPCIO Z., Stress-dilatancy for soils. Part I: The frictional state theory, StudiaGeotechnica et Mechanica, 2016, 38, No.4, 51-57.
  • [14] SZYPCIO Z., Stress-dilatancy for soils. Part II: Experimental validation for triaxial tests, StudiaGeotechnica et Mechanica, 2016, 38, No. 4, 59-65.
Uwagi
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2018).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-a8a3f391-a6d4-4840-acec-4e346b865cb2
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