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Przegląd wybranych rozwiązań teoretycznych jednoosiowej konsolidacji gruntów

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Warianty tytułu
EN
Review of selected theoretical solutions for uniaxial consolidation of soils
Języki publikacji
PL
Abstrakty
EN
This paper presents the review on available approaches to predicting consolidation settlement of cohesive soils. The progress of deformation in clays is visualized as the combination of hydrodynamic and rheological processes. The first part deals with infinitesimal consolidation theories. The second part is a review of finite strain solutions that describe consolidation of soils. Non-linear one-dimensional consolidation of a thin and thick clay deposit considering linear void ratiolog effective stress relationship, self-weight of soil, constant volume (1+void ratio), thickness of clay layer and coefficient of consolidation also were considered. This aspects was illustrated for different cases on the basis of variations of degree of consolidation obtained both for settlements and dissipation of excess pore water pressures. In addition attention was paid to non-linearity ofpermeability and compressibility during consolidation course, variablity of coefficient of consolidation and time-dependent soil response.
Rocznik
Strony
309--320
Opis fizyczny
Bibliogr. 80 poz., wykr.
Twórcy
autor
  • Politechnika Krakowska im. Tadeusza Kościuszki, ul. Warszawska 24, 31-155 Kraków
Bibliografia
  • 1. ABUEL-NAGA H.M., PENDER M.J. 2012 - Modified Terzaghi consolidation curves with effective stress-dependent coefficient of consolidation Géotechnique Lett., 2 (2): 43-48.
  • 2. ABBASI N., RAHIMI H., JAVADI A.A., FAKHER A. 2007 - Finite difference approach for consolidation with variable compressibility and permeability. Comput. Geotech., 34 (1): 41-52.
  • 3. AHMED S.I., SIDDIQUAS. 2014 - A review on consolidation behavior of tailings. Inter. J. Geotech. Eng., 8 (1): 102-111.
  • 4. AMIRI S.N., ESMAEILY A. 2014 - A Realistic Theory of Soils Consolidation. J. Earth Sci. Geotech. Eng., 4 (1): 103-129.
  • 5. BARDEN L. 1965 - Consolidation of compacted and unsaturated clays. Géotechnique, 15 (3): 267-286.
  • 6. BARDEN L., BERRY P.L. 1965 - Consolidation of normally consolidated soils. Proc. ASCE, 91: 15-36.
  • 7. BASAK P. 1979 - Analytical solution for consolidation of semi-infinite medium with variable permeability. Indian Geotech. J., 9 (3): 201-211.
  • 8. BERRY P.L., POSKITT T.J. 1972-The consolidation of peat. Géotechnique, 22(1): 27-52.
  • 9. BIOT M.A. 1941 - General theory of three-dimensional consolidation. J. Appl. Physics, 12 (2): 155-164.
  • 10. BJERRUM L. 1967 - Engineering geology of Norwegian normally-consolidated marine clays as related to settlements of Buildings. Géotechnique, 17(2): 83-118.
  • 11. BUISMAN A.S. 1936 - Results of long duration settlement tests. Proc. Inter. Conf. Soil Mech. Found. Eng., 1: 103-106.
  • 12. CARTER J.P., BOOKER J.R., SMALL J.C. 1979 - The analysis of finite elastoplastic consolidation. Inter. J. Num. Anal. Meth. Geomech., 3 (2): 107-129.
  • 13. CONTE E., TRONCONE A. 2007 - Nonlinear consolidation of thin layers subjected to time dependent loading. Can. Geotech. J., 44 (6): 717-725.
  • 14. CHOI Y.K. 1982 - Consolidation behavior of natural clays. Dysertacja doktorska, University of Illinois at Urbana-Champaign, Illinois.
  • 15. DEGAGO S.A., GRIMSTAD G., JOSTAD H.P., NORDAL S. 2009 - The non-uniqueness of the end-of primary (EOP) void ratio-effective stress relationship. Proc. 17th Inter. Conf. Soil Mech. Geotech. Eng., 1: 324-327.
  • 16. DEGAGO S.A., GRIMSTAD G., JOSTAD H.P., NORDAL S. 2013 - Misconceptions about experimental substantiation of creep hypothesis A. Proc. 18th Inter. Conf. Soil Mech. Geotech. Eng., Paris: 215-218.
  • 17. DEN HAAN E.J. 1992 - The formulation of virgin compression in soils. Géotechnique, 42 (3): 465-484.
  • 18. DEN HAAN E.J. 1996 - A compression model for non-brittle soft clays and peat. Géotechnique, 46 (1): 1-16.
  • 19. DE SIMONE P., VIGGIANI C. 1976 - Consolidation of thick beds of clay. Proc. 2nd Inter. Conf. Num. Meth. Geomech. ASCE (2): 1067-1081.
  • 20. DOBAK P. 1999 - Rola czynnika filtracyjnego w badaniach jednoosiowej konsolidacji gruntów. Wyd. IGSMiE PAN, Kraków.
  • 21. FREDLUND D.G. 1982 - Consolidation of unsaturated porous media. Proceedings, Symposium on the Mechanics of Fluid in Porous Media-New Approaches in Research, NATO Advance Study Institute, University of Delavare, Newark, DL.
  • 22. FREDLUND M., DONALDSON M., GITARANA G.G., 2009 - Large strain 1D, 2D and 3D consolidation modeling of tailings. Tailings and Mine Waste 2009, University of Alberta Geotechnical Program.
  • 23. FREDLUND D.G., HASSAN J. 1979 - One-dimensional consolidation theory: unsaturated soils. Can. Geotech. J., 16: 521-531.
  • 24. GASZYŃSKI J. 1998 - Osiowo-symetryczne problem kontaktowe konsolidującego podłoża gruntowego w przypadku działania źródeł masy i ciśnienia. Monogr. PKrak. Nr 230.
  • 25. GIBSON R.E., ENGLAND G.L., HUSSEY M.J.L. 1967 - The theory of one-dimensional consolidation of saturated clays. Géotechnique, 17 (3): 261-273.
  • 26. GIBSON R.E., SCHIFFMAN R.L., CARGILL K.W. 1981 - The theory of one-dimensional consolidation of saturated clays, II. Finite nonlinear consolidation of thick homogeneous layers. Can. Geotech. J., 18: 280-293.
  • 27. GLAZER Z. 1985 - Mechanika gruntów. Wyd. Geol., Warszawa.
  • 28. GRAY H. 1936 - Stress distribution in elastic solids. Proc. Inter. Conf. Soil Mech. Found. Eng., 2: 157-168.
  • 29. HUANG J., GRIFFITHS D.V. 2010 - One-dimensional consolidation theories for layered soil and coupled and uncoupled solutions by the finite-element method. Géotechnique, 60 (9): 709-713.
  • 30. HUANG J., XIE X., ZHANG J., LI J., WANG W. 2014 - Nonlinear finite strain Consolidation analysis with secondary consolidation behavior. Mathemat. Problem. Eng., ID 979380: 1-8.
  • 31. JANBU N. 1969 - The resistance concept applied to deformations of soils. 7th Inter. Conf. Soil Mech. Found. Eng., Mexico City: 191-196.
  • 32. KABBAJ M., OKA F., LEROUEIL S., TAVENAS F. 1986 - Consolidation of natural clays and laboratory testing. [W:] Yong R.N., Townsend F. C. (red.), Proc., ASTM Symp. on the Consolidation of Soils: Testing and Evaluation, ASTM, Philadelphia, 71-103.
  • 33. KISIEL I. 1970 - Dociekania z reologii gruntów i skał. Wydawnictwo PAN, Wrocław.
  • 34. KISIEL I., DMITRUK S., ŁYSIK B. 1969 - Zarys reologii gruntów. Nośność i stateczność gruntów. Wyd. Arkady. Warszawa.
  • 35. KISIEL I., DERSKI W., IZBICKI R.J., MRÓZ Z. 1982 - Mechanika skał i gruntów., Seria Mechanika Techniczna, tom VII, PWN, Warszawa.
  • 36. KOPPEJAN A.W. 1948 - A Formula Combining the Terzaghi load compression relationship and the Buisman secular time effect. Proc. 1th ICSMFE, Rotterdam, 3: 32-38.
  • 37. KRAVTCHENKO J., SIRIEYS P.M. 1964 - Rheology and Soil Mechanics. Rhéologie et Mécanique des Sols. Proc. Symposium Grenoble, April 1-8.
  • 38. KUBIK J., CIESZKO M., KACZMAREK M. 2000 - Podstawy dynamiki nasyconych ośrodków porowatych. IPPT PAN Warszawa.
  • 39. LADD C.C., FOOTT R., ISHIHARAK., SCHLOSSER F., POULOS H.G. 1977 - Stress - deformation and strength characteristics. State of the art report. Proc. 9th ICSMFE, Tokyo, 2: 421-494.
  • 40. LECHOWICZ L., SZYMAŃSKI A. 2002 - Odkształcenia i stateczność nasypów na gruntach organicznych. Wyd. SGGW, Warszawa.
  • 41. LEKHA K.R., KRISHNASWAMY N.R., BASAK P. 2003 - Consolidation of clays for variable permeability and compressibility. Geotech. Geoenviron. Eng., 129 (11): 1001-1009.
  • 42. LEROUEIL S. 2006 - Šuklje Memorial Lecture: The isotache approach. Where are we 50 years after its development by Professor Šuklje? Proc., 13th Danube-European Conf. Geotech. Eng., Vol. 2, Slov. Geotech. Soc., Ljubljana, Slovenia: 55-88.
  • 43. LIINGAARD M., AUGUSTSEN A., LADE P. V. 2004 - Characterization of models for time-dependent behavior of soils. Inter. J. Geomech., 4 (3): 157-177.
  • 44. LIU J.C., GRIFFITHS D.V. 2015 - A general solution for 1D consolidation induced by depth - and time-dependent changes in stress. Géotechnique, 65 (1): 66-72.
  • 45. LOVISA J. 2012 - An Insight Into Time Rate of Consolidation. Dysertacja doktorska, James Cook University
  • 46. LOVISA J., READ W., SIVAKUGAN N. 2011 - A Critical Reappraisal of the Average Degree of Consolidation. Geotech. Geol. Eng., 29: 873-879.
  • 47. MC NABB A. 1960 - A mathematical treatment of one dimensional soil consolidation. Quart. Appl. Math., 17: 337-347.
  • 48. MESRI G. 1990 - Discussion: Viscous-elastic-plastic modeling of one-dimensional time-dependent behavior of clays. Can. Geotech. J., 27 (2): 259-261.
  • 49. MESRI G., CHOI Y.K. 1985 - The uniqueness of the end-of-primary (EOP): void ratio- effective stress relationship. Proc. 11th Inter. Conf. Soil Mech. Found. Eng., San Francisco, 2: 587-590.
  • 50. MESRI G., FENG T.W., SHAHIEN M. 1995 - Compressibility parameters during primary consolidation. Inter. Symp. Compression and Consolidation of Clayey Soils, Hiroshima, 201-217.
  • 51. MESRI G., GODLEWSKI P.M. 1977 - Time and stress compressibility inter-relationship. T. Geotech. Eng. Division, ASCE, 103, GT5,417-430.
  • 52. MIKASA M. 1963 - The Consolidation of Soft Clay - A New Consolidation Theory and Its Application. Kajima Institution Publishing Co., Ltd., Tokyo, Tapan (in Tapanese).
  • 53. MIKASA M. 1965 - The consolidation of soft clay - A new consolidation theory and its applications: Civil Engineering in Tapan, Tapan Society of Civil Engineers (Reprint from Civil Engineering in Japan, 1965): 21-26.
  • 54. MONTE T.L., KRIZEK R.T. 1976 - One-dimensional mathematical model for large-strain consolidation. Géotechnique, 26 (3): 495-510. NASH D.F.T. 2001 - Modelling the effects of surcharge to reduce long term settlement of reclamations over soft clays: A numerical case study. Soils Found., 41 (5): 1-13.
  • 55. NASH D.F.T., BROWN M. 2013 - Influence of destructuration of softclay on time-dependent settlements: Comparison of some elastic viscoplastic models. Inter. J. Geomech., 15 (5). DOI: 10.1061/(ASCE)GM.1943- 5622.0000281.
  • 56. NASH D.F.T., RYDE S.T. 2001 - Modelling the consolidation of compressible soils subject to creep around vertical drains. Géotechnique, 51 (3): 257-273.
  • 57. OLEKB.S., WOŹNIAK H. 2017 - Wyznaczanie parametrów pełzania w konstytutywnym modelowaniu gruntów spoistych. Prz. Geol., 65 (10): 873-882.
  • 58. OLSON R.E. 1977 - Consolidation under time-dependent loading. J. Geotech. Eng. Div., ASCE 103: 55-60.
  • 59. POSKITT T. 1967 - Note on the consolidation of clay with non-linear viscosity. Géotechnique, 17 (3): 284-289.
  • 60. RADHIKAB.P., KRISHNAMOORTHY A., RAO A.U. 2017 – A review on consolidation theories and its application. Inter. J. Geotech. Eng., 1-7.
  • 61. RAYMOND G.P., DAVIS E.H. 1965 - A non-linear theory of consolidation. Géotechnique, 15 (2): 161-173.
  • 62. RAZOUKI S.S., SCHANZ T. 2011 - One-dimensional consolidation under haversine repeated loading with rest period. Acta Geotech., 6 (1): 13-20.
  • 63. RAZOUKI S.S., BONNIER P., DATCHEVA M., SCHANZ T. 2013 - Analytical solution for 1D consolidation under haversine cyclic loading. Int. J. Numer. Anal. Methods Geomech., 37 (14): 2367-2372.
  • 64. RICHART F.E. 1957 – A review of the theories for sand drains. J. Soil Mech. Found. Div., ASCE, 83 (3): 1-38.
  • 65. SCHIFFMAN R.L. 1958 - Consolidation of soil under time dependent loading and varying permeability. Proceedings of the Thirty-Seventh Annual Meeting of the Highway Research Board, Washington, DC, 6-10 January 1958, 584-617.
  • 66. SCHIFFMAN R.L., GIBSON R.E. 1964 - Consolidation of nonhomogeneous clay layers. J. Soil Mech. Found. Div., ASCE , 90 (5): 1-30.
  • 67. SCHIFFMAN R.L., STEIN T.R. 1970 - One-dimensional consolidation of layered systems. J. Soil Mech. Found. Div., ASCE, 96: 1499-1504.
  • 68. ŠUKLTE L. 1957 - The analysis of the consolidation process by the isotaches method. Proc. 4th ICSMFE, London:1: 200-206.
  • 69. SVANÖ G., CHRISTENSEN S., NORDAL S. 1991 - A soil model for consolidation and creep. Proc., 10th Europ. Conf. Soil Mech. Found. Eng., Balkema, Rotterdam, Netherlands, 1: 269-272.
  • 70. STRZELECKI T. 2006 - Równania termokonsolidacji gruntów i skał. Geotechnika i Budownictwo Specjalne AGH, Kraków.
  • 71. STRZELECKI T. 1982 - Równania termokonsolidacji gruntów i skał. Geotechnika i Budownictwo Specjalne AGH, Kraków 2006.
  • 72. SZEFER G. 1980 - Non-linear problems of consolidation theory. Mat. III Konferencji Francusko-Polskiej, 22-24 kwiecień 1980.
  • 73. TAYLOR D.W. 1948 - Fundamentals of soil mechanics. John Wiley & Sons, New York.
  • 74. TAYLOR D.W., MERCHANT W. 1940 - A theory of clay consolidation accounting for secondary compressions. J. Maths. Phys., 19 (3): 167-185.
  • 75. TERZAGHI C. 1925 - Erdbaumechanik auf Bodenphysikalischer Grun- dlage. Franz Deuticke, Liepzig-Vienna.
  • 76. TERZAGI C., FRÖHLICH K. 1936 - Teorie die Setzung von Tonschichten. Eine Einfuhrung in die analytische tonmechanik. Leipzig: Deuticke.
  • 77. WOLSKI W., BARAŃSKI T., GARBULEWSKI K., MECHOWICZ Z., SZYMAŃSKI A. 1985 - Testing of anisotropic consolidation in organic soils. Proc. 11th Inter. Conf. Soil Mech. Found. Eng., San Francisco, 2: 699-702.
  • 78. YIN T.H., GRAHAM T. 1989 - Viscous-elastic-plastic modelling of one-dimensional time-dependent behaviour. Can. Geotech. J., 26 (2): 199-209.
  • 79. YIN Z.-Y., CHANG C.S., KARSTUNEN M., HICHER P.Y. 2010 - An anisotropic elastic-viscoplastic model for soft clays. Inter. J. Solids Structur., 47: 665-677.
  • 80. ZHUANG Y.C., XIE K.H., LI X.B. 2005 - Nonlinear analysis of consolidation with variable compressibility and permeability. J. Zhejiang Univ. Sci., 6A(3): 181-187.
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-e1239450-dbbe-4a87-81a7-5709917deba4
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