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Expansion of a cylindrical cavity in sand

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The paper presents numerical solution to the problem of the symmetri quasi-static large-strain expansion of a cylindrical cavity in sand. The boundary value problem is solved with the use of a constitutive equation of hypoplasticity calibrated for a particular sand. As the radius of the cavity increases, the stresses and the density on the cavity surface asymptotically approach limit values which correspond to a so-called critical state of the sand. The limit values depend on the initial stresses and the initial density. The solutions are compared with experimental results for the same sand available in the literature. A comparison is also made with numerical solutions obtained by other authors.
Słowa kluczowe
Rocznik
Strony
421--438
Opis fizyczny
Bibliogr. 24 poz., rtys., tab.
Twórcy
autor
  • Institute for Soil Mechanics and Rock Mechanics, University of Karlsruhe, Enger-Bunte-Ring, D-76128 Karlsruhe, Germany
autor
  • Institute for Soil Mechanics and Rock Mechanics, University of Karlsruhe, Enger-Bunte-Ring, D-76128 Karlsruhe, Germany
Bibliografia
  • [1] Vcsic A. S., Expansion of cavities in infinite soil mass, J. Soil Mech. Found. Div., Proc. ASCE 98.265,1972
  • [2] Carter J. P„ Booker J. R. and Yeung S. K., Cavity expansion in cohesive frictional soils. Geotechnique 36,349, 1986
  • [3] Yu H. S. and Houlsby G. T., Finite cavity expansion in dilatant soils: loading analysis. Geotechnique 41, 173. 1991
  • [4] Collins I.. Pender M. and Yan W., Cavity expansion in sands under drained loading conditions, lnt. J. Num. Anal. Mcth. Gcomech. 16, 3, 1992
  • [5] Shuttle D. and Jefferies M., Dimensionless and unbiased CPT interpretation in sand. Int. J. Num. Anal. Meth. Geomech. 22,351, 1998
  • [6] Gudehus G , A comprehensive constitutive equation for granular materials, it Soils and Foundations 36, 1, 1996
  • [7] Bauer E., Calibration of a comprehensive hypoplastic mode! for granular materials. Soils and Foundations 36, 13, 1996
  • [8] von WolffersdorlT P. A., A hypoplastic relation for granular materials with a predefined limit state surface, Mechanics of cohesive-frictional materials 1.251, 1996
  • [9] Merle 1. and Gudehus G., Determination of parameters of a hypoplastic constitutive model from properties of grain assemblies. Mechanics of Cohesive-lrictional Materials 4,461, 1999
  • [10] Schofield A. N. and Wroth C. P., Critical State Soil Mechanics, McGraw-Hill, London. 1968
  • [11] Been K., Jefferies M. G. and Hachey J., The critical state of sands. Geotechnique 41, 365,1991
  • [12] Poulos S. J., The steady state of deformation,'}. Geotech. Eng. Div., Proc. ASCE 107. GT5.553.1981
  • [13] Baguelin F., Jezequel J. F. and Shields D. H., The Pressuremeter and Foundation Engineering, Trans. Tech. Publication, Clausthall, 1978
  • [14] Bcllotti R., Ghionna V.. Jamiolkowski M., Robertson P. K. and Peterson R. W., Interpretation of moduli from self-boring pressuremeter tests in sand, it Geotechnique 39.269. 1989
  • [15] Manassero M., Calibration chamber correlations for horizontal in situ stress assessment using self-boring pressuremeter and cone penetration tests. In A. IT Huang (editor), Calibration chamber testing, Elsevier, 237, 1991
  • [16] Been K., Jefferies M., A state parameter for sands, Geotechniquc 35, 99. 1985
  • [17] Richart F. E., Hall J. R. and Woods R. D., Vibrations of soils and foundations. Prentice- Hall, Englewood Cliffs, 1970
  • [18] Been K., JcfferiesM. G. and Hachey J., The critical state of sands, Geotechniquc 41. 365,1991
  • [19] Konrad J. M., In situ sand state from CPT: evaluation of a unified approach at two CANLEXsites. Can. Geotech. Journal 34, 120, 1997
  • [20] Ishihara K., Liquefaction and flow failure during earthquakes, Geotechniquc 43. 351, 1993
  • [21] Herle E, Hvpoplastizitdt und Granulometric einfacher Korngcriiste, Veroffentlichungen dcs Institutes fur Bodcnmechanik und Felsmechanik der Universitat Karlsruhe, 142, 1997
  • [22] Been K., private communication. 1996
  • [23] Giuliano G., Analisi della comprimibilita delle sabbie del ticino e di Hokksund da prove triassiali. Tesi di Laurea, Dipartimento di Ingegneria Strutturale, Faculta di Ingegneria, Politecnico di Torino. Torino, 1987
  • [24] Cudmani R. and Osinov V. A., The cavity expansion problem for the interpretation of cone penetration and pressuremeter tests (submitted)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BAT3-0018-0006
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