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Evaluation of soil permeability from consolidation analysis based on Terzaghi’s and Biot’s theory

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Proper evaluation of permeability parameters has a crucial signification in multi-scale prediction of consolidation. Drainage path is connected with the time of one-dimensional consolidation in Terzaghi’s theory and numerous later solutions. That is why the evaluation of permeability factor allows to model the settlement’s time of geological layers based on results obtained on a laboratory scale. Numerous tests show a difference of the consolidation degree obtained from one-dimensional strain course and pore pressure distribution. Evaluation of consolidation coefficient cv based on a newly proposed method allows better understanding of the basic reasons of unconventional behaviour of tested soils. Unparallel characteristics of strain and pore pressure distribution show important role of soil’s skeleton creep and its relation to permeability aspects. Solutions proposed by Biot’s theory allow analysing the different velocity of strain and pore pressure distribution. The article presents a new approximated method based on Terzaghi’s theory and evaluation of parameters which are necessary in application of Biot’s one–dimensional solution. These parameters are connected with compressibility and coefficient of permeability. The goal of presented methodological studies is comparison between permeability obtained from application of Terzaghi’s and Biot’s theory. It allows trying to explain physical reasons of differences between applied models and testing results, and improving the methodology of one–dimensional consolidations tests.
Rocznik
Strony
373--381
Opis fizyczny
Bibliogr. 26 poz., rys., tab., wykr.
Twórcy
autor
  • University of Warsaw, Faculty of Geology, Żwirki i Wigury 93, 02-089 Warszawa, Poland
  • Cracow University of Technology, Faculty of Environmental Engineering, Warszawska 24, 30-155 Kraków, Poland
Bibliografia
  • 1. Barden, L., Berry, P., 1965. Consolidation of normally consolidation clay. Proceedings of American Society of Civil Engineers., SM5: 15-35.
  • 2. Biot, M.A., 1941. General theory of three-dimensional consolidation. Journal of Applied Physics, 12: 155-164.
  • 3. Butterfield R.,1979. A natural compression law for soils. Geotechnique, 29: 469-480.
  • 4. Butterfield, R., El-Bahey, M.E., 1995. A simple non-linear finite-strain consolidation analysis. In: Compression and Consolidation of Clayey Soils (eds. H. Yoshikuni and O. Kusakabe). Balkema, Rotterdam.
  • 5. Davis, E.H., Raymond, G.P., 1965. A non-linear theory of consolidation. Geotechnique, 15: 1611-73.
  • 6. Dobak, P., 1999. The role of the filtration factor in uniaxial consolidation tests of soils (in Polish with English summary). Studia, Rozprawy, Monografie, 65: 1--230. IGSMiE PAN, Kraków.
  • 7. Dobak, P., Pająk, R., 2011. Evaluation of consolidation’s coefficient based on course of one dimensional soil’s strain and porepressure distribution in Rowe's consolidometer IL tests (in Polish with English summary). Biuletyn Państwowego Instytutu Geologicznego 446: 265-272.
  • 8. Duncan, J.M., 1993. Limitations of conventional analysis of consolidation settlement. Journal of Geotechnical Engineering, 119: 1333-1359.
  • 9. Garbulewski, K., 2000. Dobór i badania gruntów uszczelnień składowisk odpadów komunalnych (in Polish). Wyd. SGGW, Warszawa.
  • 10. Gaszyński, J., 1984. Identification of Biot's consnolidation model based on one - dimensional boundary solution) Archiwum Hydrotechniki, 31: 125-135.
  • 11. Gibson, R.E., England, G.I., Hussey, M.J.L., 1967. The theory of one-dimensional consolidation of saturated clays. Geotechnique, 17: 261-273.
  • 12. Gibson, R.E., Schiffman, R.L., Cargill, K.W., 1981. The theory of one-dimensional consolidation of saturated clays. I. Finite non-linear consolidation of thick homogeneous layers. Canadian Geotechnical Journal, 18: 280-293.
  • 13. Glazer, Z., 1985. Mechanika gruntów (in Polish). Wyd. Geol., Warszawa.
  • 14. Kaczyński, R., Drągowski, A., Krogulec, E., Laskowski, K., Barański, M., Lemieszek, P., Trzciński, J., Granacki, W., Porzeżyński, S., Woźnicki, M., 2000. Współczynnik filtracji gruntów spoistych wyznaczony różnymi metodami. „Aktualne problemy geologiczno-inżynierskich badań podłoża budowlanego i zagospodarowania terenu” (in Polish). Bogucki Wyd. Naukowe. S.C Poznań.
  • 15. Kovacs, G., 1981. Seepage Hydraulics. Akad. Kiado, Budapest.
  • 16. Majer, E., 2005. Ocena właściwości przesłonowych iłów do budowy składowisk odpadów (in Polish). Ph.D. thesis, Instytut Techniki Budowlanej, Warszawa.
  • 17. Mikasa, M., Takada, N., 1986. Determination of coefficient of consolidation (cv)for large strain and variable Cvvalues. Consolidations of soils, American Society for Testing and Materials STP, 892: 526-547.
  • 18. Pane, V., Croce, P., Zindaricic, D., Ko, H.-Y., Olsen, H.W., Schiffman , R.L. , 1983 . Effects of consolidation on permeability measurements for soft clay. Geotechnique, 33: 67-72.
  • 19. Parkin, A.K., 1978. Coefficient of consolidation by the velocity method. Geotechnique, 38: 472-474.
  • 20. Poskitt, T.J., 1969. The consolidation of saturated clay with variable permeability and compressibility. Geotechnique, 19: 234-252.
  • 21. Schiffman, R.L., 1958. Consolidation of soil undertime-dependent loading and variable permeability, Proceeding of Highway Research Board, 37: 584-617.
  • 22. Taylor, D.W., 1948. Fundamentals of Soil Mechanics. John Wiley & Sons, Inc, New York.
  • 23. Terzaghi, K., 1925. Erdbaumechanik auf bodenphysikalischer Grundlage. Leipzig-Wien.
  • 24. Yoshikuni, H., Kusakabe, O., Okada, M., 1995. Mechanism of one-dimensional consolidation. In: Proceedings of International Symposium on Compression and Consolidation of Clayey Soils (eds. H.Yosikuni and O. Kusakaba): 497-504 . Balkema Rotterdam.
  • 25. Znidarcic, D., Croce, P., Pane V., Ko, H.Y., Olsen H.W., Schiffman , R.L. , 1983 . The theory of one-dimensional consolidation of saturated clays: III existing testing procedures and analyses. ASTM International Geotechnical Testing Journal, 7: 1 23-1 33.
  • 26. Zindarcic, D., Schiffman, R.L., Pane, V., Crocoe, P., Ko, H.Y., Olsen , H.W. , 1986 . The theory of one-dimensional consolidation of saturated clays: part V. Constant rate of deformation testing and analysis. Geotechnique, 36: 227-237.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-00dcb9c6-25f1-4041-863d-0cb166d9c97d
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