The Influence of changes of soil parameters due to consolidation on the interaction of piles and soft soil layer

• Autorzy: Kurałowicz Z.
• Języki publikacji: EN

Abstrakty

EN

The problem of determination of lateral earth pressure of the soft soil on piles related to the safe design of construction founded on deep piles is presented in the paper. The examples of lateral earth pressure acting against piles are described, as well as properties and response of non-cohesive, cohesive and organic soils forming a soft layer subjected to unsymmetrical loading. Current approaches related to the determination of lateral earth pressure loading the piles are shown. The influence of consolidation on the change of soil strength parameters is presented as well as the application of own model and laboratory test results to the Winter-Leinekugel proposal of earth pressure calculation. Many years research have been carried out in cooperation with Prof. Helmut Mei\ssner from Kaiserslautern University, Germany under the common project entitled "The lateral earth pressure of soft soil acting against piles" as well as in the frame of grants of Polish Research Council.

Słowa kluczowe

EN

piles; soil parameters; soft soil layer

• Wydawca: Institute of Hydro-Engineering of Polish Academy of Sciences
• Czasopismo: Archives of Hydro-Engineering and Environmental Mechanics
• Rocznik: 2006
• Tom: Vol. 53, nr 3
• Strony: 203--233
• Opis fizyczny: Bibliogr. 92 poz., il.

Twórcy

autor

Kurałowicz Z.

• Gdańsk University of Technology, Faculty for Civil and Environmental Engineering, ul. Narutowicza 11/12, 80-952 Gdańsk, Poland,

Bibliografia

• 1. Akai K., Terrence J. (1994), Applied Numerical Methods for Engineers, John Wiley and Sons Ltd., New York.
• 2. Arnold M., Mitchell P. W. (1973), Sand deformation in three-dimensional stress state, Proc. VIII ICSMFE, Moscow, 11–19.
• 3. Baguelin F., Frank R., Said Y. H. (1977), Theoretical study of lateral reaction mechanism of piles, Geotechnique, 27(3), 405–434.
• 4. Bergfelt A. (1957), The axial and lateral load bearing capacity and failure by buckling of piles in soft clay, Proc. of the Fourth Intern. Conference on Soil Mechanics and Foundation Engineering, Vol. II, London, p. 8.
• 5. Bourges F., Frank R., Mieussens C. (1980), Calcul des efforts et des displacements engendres par des pousses laterals de sol sur les pieux, Note technique, Paris: Laboratoire Central des Ponts et Chausees.
• 6. Boussinesq M. J. (1885), Applications des potentielles a l’etude de l’equlibre et du mouvement des solides elastiques, Paris.
• 7. Bransby M. F., Springman S. M. (1996), 3-D finite element modelling of pile groups adjacent to surcharge loads, Computers & Geotechnics, 19(4), 301–24.
• 8. Brinch-Hansen J., Lundgren H. (1960), Hauptprobleme der Bodenmechanik, Springer Verlag, Berlin.
• 9. Brinch-Hansen J. (1961), The ultimate resistance of piles against transversal forces, Dan. Geotechn. Inst., Bulletin No. 12, Kopenhagen.
• 10. Broms B. B. (1964), Leteral resistance of piles in cohesive soils, Jnl of the Soil Mechanics Division ASCE, Vol. 90, No. SM2, 27–63, SM3, 123–156.
• 11. Broms B. B. (1972), Stability of flexible structures (piles and pile groups), Proc. 5th Europ. Conf. SMFE, Madrid, Vol. 2, 239–269.
• 12. Chen L., Poulos H. G. (1993), Analysis of pile-soil interaction under lateral loading using infinite and finite elements, Computers and Geotechnics, Vol. 15, No. 14, 189–220.
• 13. Chen L. T., Poulos G. H. (1997), Piles subjected to lateral soil movements, Journal of Geotechnical and Geoenvironmental Engineering ASCE, Vol. 123, No. 9, 802–811.
• 14. Coulomb Ch. (1773), Essai sur une application des regles des maximis et minimis a quelques problemes de statique relatifs a l’architecture, Paris.
• 15. Cummings A. E. (1938), The stability of foundation piles against buckling under axial load, Proc. Highway Res. Board, Vol. 2, 112–119.
• 16. De Beer E. E., Wallays M. (1972), Forces induced in piles by unsymmetrical surcharges on the soil around the piles, Proc. 5th European Conference on Soil Mechanics and Foundation Engineering, Madrid. Vol. 1, 325–332.
• 17. De Beer E. E. (1977), Piles subjected to static lateral loads, State of the Art Report, Proc. 9th ICSMFE, 10 Specialty Session, Tokyo, 1–14.
• 18. Dembicki E., Odrobinski W., Zadroga B. (1983), Investigation of improvement of weak marine subsoil by means of preloading, Proc. 8th Europ. Conf. On Soil Mech. And Foun., Helsinki, Vol. 2, 825–826.
• 19. Dreyfus G. (1971), Etude des remblais sur sols compressibles, Recommandions des Laboratoires des Ponts et Chaussees, Paris.
• 20. Ellis E. A. (1997), Soil-Structure Interaction for Full-Height Piled Bridge Abutments Constructed on Soft Clay, PhD. Thesis, University of Cambridge.
• 21. Ellis E. A., Springman S. M. (2001), Modelling of soil-structure interaction for a piled bridge abutment in plane strain FEM analyses, Computers and Geotechnics, 28, 79–98.
• 22. Fedders H. (1977), Lateral earth pressure against piles in soft cohesive soil-recommendations for functional and structural design, Proc 9th Int. Conf. Soil Mech., Tokyo, specialty session 10.
• 23. Fedders H. (1978), Seitendruck auf Pf¨ahle durch Bewegungen von weichen, bindigen B¨oden, Empfehlung f¨ur Entwurf und Bemessung, Geotechnik, 78/2, 100–104.
• 24. Forsell C. (1926), Knacksakerhet hos palar och palgrupper. Vagoch vatten byggnadskarens 75-arsskrift, Stockholm.
• 25. Frank R. A. (1981), Design of piles subjected to lateral pressures in soft soils, Colloquy of Jabłonna 30.11.–5.12, Institute of Hydro-Engineering, Gdansk, 112–151.
• 26. Glazer Z. (1985), Soil Mechanics, Wyd. Geol., Warszawa (in Polish).
• 27. Glick G. W. (1948), Influence of soft ground on the design of long piles, Proc. of the SecondIntern. Conference on Soil Mechanics and Foundation Engineering, Vol. IV, Rotterdam, p. 48.
• 28. Goldscheider M. (1979), Standsicherheitsnachweis mit zusammengesetzen Starrkorper-Bruch-mechanismen, Geotechnik, 2, H. 3, 130–139.
• 29. Gryczmanski M., Jurczyk P., Sternik K. (1994), Stress history dependent numerical model for the subsoil, Materiały Jubileuszowej Sesji Naukowej Profesora E. Dembickiego, in Polish).
• 30. Gryczmanski M. (1997), Theoretical fundamentals in geotechnic, Mat. XI Krajowej Konferencji Mechaniki Gruntów i Fundamentowania. Nt. „Geotechnika w budownictwie i transporcie”, Pol. Gdanska, Referat tematyczny do Sesji 5. 25–27 czerwca (in Polish).
• 31. Gudehus G., Leinenkugiel H. J. (1978), Fließdruck und Flieþbewegung in bindigen B¨oden: Neue Methoden, Vortr¨age Baugrundtagung, Berlin, 411–429.
• 32. Gudehus G. (1984), Seitendruck auf Pfahlen in tonigen Boden, Geotechnik, 7, H. 2, 73–84.
• 33. Gwizdała K., Kurałowicz Z. et al (1993–1995), Bearing capacity of piles and piling foundations in complex soil conditions, Politechnika Gdanska, Umowa 7 S1030 23 04 T I-III, Gdansk (in Polish).
• 34. Horch M. (1980), Zuschrift zu Seitendruck auf Pfahle, Geotechnik, 207.
• 35. Ito T., Matsui T. (1975), Methods to estimate lateral force acting on stabilizing piles, Soils and Foundations, Vol. 15, No. 4, 43–59.
• 36. Ito T., Matsui T. Hong W. P. (1982), Extended design method for multi-road stabilizing piles against landslide, Soil and Foundations, Vol. 22, No. 2, 1–13.
• 37. Jamiołkowski M., Lancellotta R., Pasqualini S., Marchetti S. (1981), Design parameters for clays, Proc. 7th Europ. Conf. on Soil Mech. and Foun. Eng., Brighton, 27–57.
• 38. Jardine R. J., Hight D. W. (1987a), The behaviour and analysis of embankments on soft clay, Spec. Publication on Embankments on soft soils, Athens, 33–158.
• 39. Jardine R. J., Hight D. W. (1987b), Laboratory and field techniques for obtaining design parameters, Spec. Publication on Embankments on Soft Soils, Athens, 245–296.
• 40. Jarzebowski A. (1990), Constitutive models of non-cohesive soils, Warszawa 1990, Prace IPPT 24 (in Polish).
• 41. Kirkpatrick W. M. (1957), The condition of failure for sands, Proc. 4th Inter. Conf. Soil Mech. Found. Eng., Vol. 1, London, 172–178.
• 42. Kurałowicz Z., Meißner H. (1994), Seitleche Beansprunchung von Pf¨ahlen in Sand und Ton. Universit¨at Kaiserslautern, 1 November 1993 bis 31 Januar, Bericht.
• 43. Kurałowicz Z., Janczewski D. (1995), „PARGRUNT„ v. 1.0/1995 Numerical code for calculations of additional earth pressure on piles from weak soil layer, Politechnika Gdanska Wydział Inzynierii Srodowiska, Umowa 7 S1030 23 04 T I-III Gdansk (in Polish).
• 44. Kurałowicz Z., Meißner H. (2001–2003), Seitendruck des weichen Bodens auf Pfahle, Bericht fur die Deutsche Forschungsgesellschaft, Univ. Kaiserlautern, Bericht fur DFG.
• 45. Kurałowicz Z. (2003a), On lateral impact of non-cohesive and small cohesion weak soil layer on piles, Inz. Mors. i Geot., No. 5 (in Polish).
• 46. Kurałowicz Z. (2003b), Untersuchungen zum Seitendruck auf Pfahle, Seminar: „Beitrage zur Bodenmechanik und dem Grundbau”, Universitat Kaiserslautern, H. 9, 161–172.
• 47. Kurałowicz Z. (2004), Lateral loading of piles from weak soil layer, Politechnika Gdanska, Monografia nr 45 (Rozprawa habilitacyjna).
• 48. Lambe T. W., Whitman R. V. (1977), Soil Mechanics, 1, 2, Warszawa, Arkady (in Polish).
• 49. Lechowicz Z. (1986), Assessment of organic soil improvement under embankment, Mat. Konf. Nauk. z okazji 40-lecia studiów melioracyjnych SGGW-AR. III, 77–84. Warszawa (in Polish).
• 50. Lechowicz Z. (1994), Assessment of organic soil improvement under embankment, Rozprawy Naukowe i Monografie, SGGW Katedra Geotechniki, Wydział Melioracji i Inzynierii Srodowiska, Wyd. SGGW (Rozprawa habilitacyjna), Warszawa (in Polish).
• 51. Lechowicz Z., Szymanski A. (2002), Deformation and stability of embankments on organic soils, Wyd. SGGW Warszawa (in Polish).
• 52. Leinenkugel H. J. (1976), Deformations- und Festigkeitsverhalten bindiger Erdstoffe, Eksperimentelle Ergebnisse und ihre physikalische Deutung, Ph D. Thesis, Institut fur Boden und Felsmechanik, Universitat Karlsruhe, Heft 66.
• 53. Luga A. A. (1962, 1971), Mietod ucziota dopołnitielnych napriazenii w osnowanijach ustrojew i podpornych stien ot wlijanija wiesa podchodnej nasypi, CNIIS, Moscow, Transzeldorizdat (in Russian).
• 54. Marche R. (1973), Discusion on Specialty Session 5, Proc. 8th Int. Conf. Soil Mech., Moscow, 4, 247–252.
• 55. Maslow N. N. (1968), Osnowy mechaniki gruntow i inzyniernoj gieologii, Moscow (in Russian).
• 56. Matsui T., W. P. Hong and T. Ito (1982), Earth pressures on piles in a row due to lateral soil movements, Soil and Foundations JSSMFE, Vol. 22, No. 2, 71–81.
• 57. Morarieskul N. N. (1979), Osnowanija i fundamienty w torfianych gruntach (in Russian).
• 58. Mróz Z. et al (1980), Finite Element Method in Geotechnics, Wrocław-Warszawa-Kraków-Gdansk, Wyd. Ossolineum.
• 59. Naylor D. J. (1982), Finite element study of embankment loading on piles. Report for the Departament Transport (HECB), Department of Civil Engineering, Univ. College of Swansea.
• 60. Niemunis A. (2003), Extended hypoplastic models for soils, Politechnika Gdanska, Monografia, No. 34, Gdansk, Rozprawa habilitacyjna (in Polish).
• 61. Peck R. B., Hanson W. E., Thornburn T. H. (1957), Foundation Engineering, New York.
• 62. Perzyna P. et al (1966), Plasticity Theory, Warszawa, PWN (in Polish).
• 63. Pietruszczak S., Stolle D. F. E. (1986), A Constitutive Model for Jointed and Fissured Materials, [in:] Numerical Models in Geomechanics, Editors Pande, G. N. and Van Impe W. F., M. Jackson and Son Ltd., 6 pages, PLAXIS, Finite Element Code for soil and Rock Analyses, Version 7.2.9.147 and 8.1.2.109.
• 64. PN-83/B-02482. Foundations. Bearing capacity of piles and piling foundations (in Polish).
• 65. Poulos H. G., Davis E. H. (1980), Pile Foundation Analysis und Design, Wiley.
• 66. Poulos H. G., Chen L. T., Hull T. S. (1995), Model tests on single piles subjected to lateral soil movement, Soil and Foundations JGS, Vol. 35, No. 4, 85–92.
• 67. Poulos H. (2003), MS4-State of the Art Report, Proc. XIII ECSMGE, Prague, 401–424.
• 68. Prandtl L. (1920), Uber die Harte plastischer K¨orper, Nachrichten von der K¨onigl. Ges d. Wiss. Gottingen., Math.-phy. Kl., H. 1.
• 69. Przystanski J. (1980), Investigations of the changes of peat subsoil properties during consolidation process, Mat. Konf. „Konsolidacja gruntów”, Janowice, 175–189 (in Polish).
• 70. Randolph M. F. (1981), The response of flexible piles to lateral loading, Geotechnique, 31, No. 2, 247–259.
• 71. Ratton E. (1985), Dimensionamento de estacas carregadas lateralmente em profundidade, Solos e Rochas 9 (5), 15–33.
• 72. Rinkert A. (1960), Knacning av stalpalar, Byggmastaren, H. 1, Stockholm.
• 73. SchenckW. (1955), Pfahlgrundungen, Grundbau-Taschenbuch, Band II, W. Ernst und Sohn, Berlin.
• 74. Schmidt H. G. (1989), Seitendruck auf Grundungen von Bruckenwiderlagern, Bautechnik, 66, Heft 5, 154–158.
• 75. Schmiedel U. (1984), Seitendruck auf Pf¨ahle, Bauingenieur, 59, 61–66.
• 76. Sherif M.E. (1974), Elastisch eingespannte Bauwerke, Verlag von Wilhelm Ernst & Sohn, Berlin – München – Düsseldorf.
• 77. Springman S. M. (1989), Lateral loading of piles due to simulated embankment construction, PhD Thesis, University of Cambridge.
• 78. Steinfeld K. (1986), Lateral impact of soils on piles, Inz. Mors., 5, 159–161 (in Polish).
• 79. Stewart D. P., Jewell R. J., Randolph M. F. (1993), Numerical modeling of piled bridge abutments on soft clay, Comp. and Geotech., 15, 21–46.
• 80. Stewart D. P., Jewell R. J., Randolph M. F. (1994a), Design of piled bridge abutments of soft clay for loading from lateral soil movements, Geotechnique, 44(2), 277–296.
• 81. Stewart D. P., Jewell R. J., RandolphM. F. (1994b), Centrifuge modelling of piled bridge abutments on soft ground, Soil and Foundations JSSMFE, Vol. 34, No. 1.
• 82. Sutherland H., Messdary M. (1979), The influence of the intermediate principal stress on the strength of sand, Proc. VII ICSMFE, Mexico.
• 83. Taylor D. W. (1956), Fundamentals of Soil Mechanics, John Wiley and Sons, Inc., London.
• 84. Terzaghi K. (1956), Theoretical Soil Mechanics, John Wiley and Sons, Inc.
• 85. Wakai A., Ugai K., Matsuda T., Gose S., (1997), Analyses of lateral displacement of a pile supported abutment constructed in a soft subsoil profile, Soil and Foundations, JGS, Vol. 37, No. 4, 65–76.
• 86. Walter H. (1951), Das Knickproblem bei Spitzenpfahlen, deren Schaft ganz oder teilweise in nachgiebigen Boden steht, Dissertation, Fakultat fur Bauwesen der Techn. Hochschule in Karlsruhe.
• 87. Wenz K. P. (1963), ¨Uber die Gr¨oße des Seitendruckes auf Pf¨ahle in bindigen Erdstoffen, Veröffentlichungen des Institutes f¨ur Bodenmechanik und Grundbau der Technischen Hochschule Fridriciana in Karlsruhe, H. 12.
• 88. Whitman R. V., Miller E. T., Moor P. J. (1964), Yielding and Locking of Confined Sand, Journal ASCE, Vol. 90, No. SM4, 57–84.
• 89. Winter H. (1979), Fliessen von Tonb¨oden: eine mathematische Theorie und ihre Anwendung auf den fliesswiderstand von Pf¨ahlen, Ver¨offentlichungen des Institutes f¨ur Boden-mechanik und Grundbau der Technischen Hochschule Fridriciana in Karlsruhe, H. 82.
• 90. Winter H., Schwarz W., Gudehus G. (1983), Stabilization of clay slopes by piles, 8th ECSMFE, Helsinki, Vol. 1, 545–550.
• 91. Wolski W. (1988), Geotechnical properties of peats and peaty soils, Methods of their determination, General Report, Proc. 2nd Baltic Conf. on Soil Mech. and Found. Eng., Tallin.
• 92. Yong R. N., Ludwig C. A. (1984), Large-strain consolidation modelling of land subsidence, Symposium on Geotechnical Aspects of Mass and Materials Transportation, Bangkok, Thailand.