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Pile load capacity – calculation methods

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The article is a review of the current problems of the foundation pile capacity calculations. The article considers the main principles of pile capacity calculations presented in Eurocode 7 and other methods with adequate explanations. Two main methods are presented: α – method used to calculate the short-term load capacity of piles in cohesive soils and β – method used to calculate the long- term load capacity of piles in both cohesive and cohesionless soils. Moreover, methods based on cone CPTu result are presented as well as the pile capacity problem based on static tests.
Wydawca
Rocznik
Strony
83--93
Opis fizyczny
Bibliogr. 35 poz., tab., rys.
Twórcy
autor
  • Civil Engineering Department, Institute of Structures Mechanics, Soil-Structure-Interaction Branch, Cracow University of Technology, Warszawska 24, 31-155 Kraków, Poland
Bibliografia
  • [1] American Petroleum Institute, API Recommended Practice for Planning, Designing and Constructing Fixed Off-shore Platforms, API, Washington, DC, 1984.
  • [2] ARDALAN H., ESLAMI A., NARIMAN-ZAHED N., Piles shaft capacity from CPT and CPTu data by polynomial neural networks and genetic algorithms, Comput. Geotech., 2009, 36, 616–625.
  • [3] BOND A.J., SCHUPPENER B., SCARPELLI G., ORR T.L.L., Eurocode 7: Geotechnical Design Worked examples, Worked examples presented at the Workshop “Eurocode 7: Geotechnical Design” Dublin, 13–14 June 2013.
  • [4] BUDHU M., Soil Mechanics and Foundations, Wiley, Hoboken, New York 1999.
  • [5] CAI G., LIU S., TONG L., DU G., Assessment of direct CPT and CPTu methods for predicting the ultimate bearing capacity of single piles, Eng. Geol., 2009, 104, 211–222.
  • [6] CAI G., LIU S., PUPPALA A.J., Reliability assessment of CPTu-based pile capacity predictions in soft clay deposits, Eng. Geol., 2012, 141–142, 84–91.
  • [7] DNV-OS-J101-2007: Det Norske Veritas. Design of offshore wind turbine structures. October 20007.
  • [8] HIRANY A., KULHAWY F.H., Conduct and interpretation of load tests on drilled shaft foundations, Report EL-5915, 1988,Vol. 1, Electric Power Research Institute, Palo Alto, CA, www.epri.com
  • [9] FELLENIUS B.H., Basics of Foundation Design, Electronic Edition, Calgary, Alberta, Canada, T2G 4J3, 2009.
  • [10] FLEMING W.G.K. et al., Piling Engineering, Surrey University Press, New York 1985.
  • [11] GWIZDAŁA K., Fundamenty palowe. Technologie i obliczenia. Tom 1, Wydawnictwo Naukowe PWN, Warszawa 2010.
  • [12] GWIZDAŁA K., Fundamenty palowe. Badania i zastosowania. Tom 2, Wydawnictwo Naukowe PWN, Warszawa 2013.
  • [13] JANBU N., (ed.), Static bearing capacity of friction piles, Proceedings of the 6th European Conference on Soil Mechanics and Foundation Engineering, 1976, Vol. 1.2, 479–488.
  • [14] HELWANY S., Applied soil mechanics with ABAQUS applications, John Wiley & Sons, Inc., 2007.
  • [15] KARLSRUD K., CLAUSEN C.J.F., AAS P.M., Bearing Capacity of Driven Piles in Clay, the NGI Approach, Proc. Int. Symp. on Frontiers in Offshore Geotechnics, 1. Perth 2005, 775–782.
  • [16] KARLSRUD K., Prediction of load-displacement behavior and capacity of axially loaded piles in clay based on analyses and interpretation of pile load test result, PhD Thesis, Trondheim, Norwegian University of Science and Technology, 2012.
  • [17] KEMPFERT H.-G., BECKER P., Axial pile resistance of different pile types based on empirical values, Proceedings of Geo- Shanghai 2010 deep foundations and geotechnical in situ testing (GSP 205), ASCE, Reston, VA, 2010, 149–154.
  • [18] KOLK H.J., VAN DER VELDE A., A Reliable Method to Determine Friction Capacity of Piles Driven into Clays, Proc. Offshore Technological Conference, 1996, Vol. 2, Houston, TX.
  • [19] KRAFT L.M., LYONS C.G., State of the Art: Ultimate Axial Capacity of Grouted Piles, Proc. 6th Annual OTC, Houston paper OTC 2081, 1990, 487–503.
  • [20] KULHAWY F.H. et al., Transmission Line Structure Foundations for Uplift-Compression Loading, Report EL, 2870, Electric Power Research Institute, Palo Alto 1983.
  • [21] MCCLELLAND B., Design of deep penetration piles for ocean structures, Journal of the Geotechnical Engineering Division, ASCE, 1974, Vol. 100, No. GT7, 705–747.
  • [22] MEYERHOF G.G., Bearing Capacity and Settlement of Pile Foundations, ASCE J. of Geotechnical Eng., 1976, GT3, 195–228.
  • [23] NAVFAC DM 7.2 (1984): Foundation and Earth Structures, U.S. Department of the Navy.
  • [24] NIAZI F.S., MAYNE P.W., Cone Penetration Test Based Direct Methods for Evaluating Static Axial Capacity of Single Piles, Geotechnical and Geological Engineering, 2013, (31), 979–1009.
  • [25] RANDOLPH M.F., WROTH C.P., A simple approach to pile design and the evaluation of pile tests, Behavior of Deep Foundations, STP 670, ASTM, West Conshohocken, Pennsylvania, 1979, 484–499.
  • [26] RANDOLPH M.F., Design considerations for offshore piles, Proc. of the Conference on Geotechnical Practice in Offshore Engineering, Austin, Texas, 1983, 422–439.
  • [27] RANDOLPH M.F., DOLWIN J., BECK R., Design of Driven Piles in Sand, Geotechnique, 1994, Vol. 44, No. 3, 427–448.
  • [28] RUWAN RAJAPAKSE, Pile Design and Construction Rules of Thumb, Elsevier, Inc., 2008.
  • [29] SKEMPTON A.W., Cast-in-situ bored piles in London clay, Geotechnique, 1959, Vol. 9, No. 4, pp. 153–173.
  • [30] TOMLINSON M.J. Pile Design and Construction Practice, Viewpoint Publications, London, 1977, 1981 edition, 1987 edition, 1991 edition, 1994 edition, 1995 edition, 1998 edition, 2008 edition.
  • [31] WHITE D.J., BOLTON M.D., Comparing CPT and pile base resistance in sand, Proc. Inst. Civil Eng. Geotech. Eng., 2005, 158(GE1), 3–14.
  • [32] WRANA B., Lectures on Soil Mechanics,Wydawnictwo Politechniki Krakowskiej, 2014.
  • [33] WRANA B., Lectures on Foundations, Wydawnictwo Politechniki Krakowskiej, 2015.
  • [34] WYSOKIŃSKI L., KOTLICKI W., GODLEWSKI T., Projektowanie geotechniczne według Eurokodu 7. Poradnik, Instytut Techniki Budowlanej, Warszawa 2011.
  • [35] PN-EN 1997-1, Eurocode 7: Geotechnical design – Part 1: General rules. Part 2: Ground investigation and testing.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-4191efde-a6be-414e-b9af-e52190ad9b3d
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