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PILE FOOT CAPACITY TESTING IN VARIOUS CASES OF PILE SHAFT DISPLACEMENT

Baca, Micha, Rybak, Jaroslaw, Tamrazyan, Ashot, Zyrek, Tomasz

First published: 2016-06-28https://doi.org/10.5593/sgem2016/b11/s02.119View metrics

Publication Impact Profile

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  • Citations
  • CrossRef - Citation Indexes: 2
  • Scopus - Citation Indexes: 17
  • Captures
  • Mendeley - Readers: 6

Publication details

Title
PILE FOOT CAPACITY TESTING IN VARIOUS CASES OF PILE SHAFT DISPLACEMENT
Authors
Baca, Micha, Rybak, Jaroslaw, Tamrazyan, Ashot, Zyrek, Tomasz
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 16th International Multidisciplinary Scientific GeoConference SGEM2016, Science and Technologies in Geology, Exploration and Mining
Publisher
Stef92 Technology
Year
2016
Pages
945-950
ISSN
1314-2704
ISBN
978-619-7105-55-1
Language
en
Publication type
Conference Paper
Keywords
References18
  1. Baca M., Muszyński Z., Rybak J. and Żyrek T. (2015): The application of geodetic methods for displacement control in the self-balanced pile capacity testing instrument. Advances and trends in engineering sciences and technologies : proceedings of the International Conference on Engineering Sciences and Technologies, Tatranská Štrba, Slovakia, 27 -29 May 2015: CRC Press, cop. 2016. pp. 15-20

  2. Baca M., Rybak J. and Żyrek T. (2015): Practical aspects of tubular pile axial capacity testing. 15 th International Multidisciplinary Scientific GeoConference, SGEM 2015 : science and technologies in geology, exploration and mining: Albena, Bulgaria, 18-24 June, 2015. Vol. 2, Hydrogeology, engineering geology and geotechnics. Sofia : STEF92 Technology, cop. 2015. pp. 549-554

  3. England M. (2009). Review of methods of analysis test results from bi-directional static load tests, Proc. of the 5th Int. Symp. on Deep Foundation on Bored and Auger Piles, pp. 235-239.

  4. Lee J.-S. & Park Y.H. (2008). Equivalent pile load -head settlement curve u sing a bi-directional pile load test. Computers and Geotechnics 35: pp. 124-133.

  5. Le Yi. (2004). Finite Element Study on Static Load Testing. A thesis submitted for degree of master of engineering, National University of Singapore.

  6. Muszynski Z. (2014). Assessment of suitability of terrestrial laser scanning for determining horizontal displacements of cofferdam during modernization works on the Redzin sluice. 14 th International Multidisciplinary Scientific GeoConference SGEM, Albena,. Vol. 2, pp. 81-88

  7. Osterberg, J.O. (1998). The Osterberg Load Test Method for Bored and Driven Piles - The First Ten Years, 7th International Conference 7 Exhibition on Piling and Deep Foundations. Deep Foundation Institute, Vienna, Austria.

  8. Rybak J., Zyrek T. (2014). Time dependent factors in driven pile capacity control. th International Multidisciplinary Scientific GeoConference SGEM, Albena, Bulgaria, 17-26 June, 2014. Vol. 2, cop.2014. pp. 995-1002

  9. Schmertmann, J. & Hayes, J. 1997. The Osterberg Cell and Bored Pile Testing – a Symbiosis. Proceedings at the Third Annual Geotechnical Engineering Conference. Cairo University, Cairo, Egypt. 16th International Scientific GeoConference SGEM2016 www.sgem.org

  10. Baca M., Muszyński Z., Rybak J. and Żyrek T. (2015): The application of geodetic methods for displacement control in the self-balanced pile capacity testing instrument. Advances and trends in engineering sciences and technologies : proceedings of the International Conference on Engineering Sciences and Technologies, Tatranská Štrba, Slovakia, 27 -29 May 2015: CRC Press, cop. 2016. pp. 15-20

  11. Baca M., Rybak J. and Żyrek T. (2015): Practical aspects of tubular pile axial capacity testing. 15 th International Multidisciplinary Scientific GeoConference, SGEM 2015 : science and technologies in geology, exploration and mining: Albena, Bulgaria, 18-24 June, 2015. Vol. 2, Hydrogeology, engineering geology and geotechnics. Sofia : STEF92 Technology, cop. 2015. pp. 549-554

  12. England M. (2009). Review of methods of analysis test results from bi-directional static load tests, Proc. of the 5th Int. Symp. on Deep Foundation on Bored and Auger Piles, pp. 235-239.

  13. Lee J.-S. & Park Y.H. (2008). Equivalent pile load -head settlement curve u sing a bi-directional pile load test. Computers and Geotechnics 35: pp. 124-133.

  14. Le Yi. (2004). Finite Element Study on Static Load Testing. A thesis submitted for degree of master of engineering, National University of Singapore.

  15. Muszynski Z. (2014). Assessment of suitability of terrestrial laser scanning for determining horizontal displacements of cofferdam during modernization works on the Redzin sluice. 14 th International Multidisciplinary Scientific GeoConference SGEM, Albena,. Vol. 2, pp. 81-88

  16. Osterberg, J.O. (1998). The Osterberg Load Test Method for Bored and Driven Piles - The First Ten Years, 7th International Conference 7 Exhibition on Piling and Deep Foundations. Deep Foundation Institute, Vienna, Austria.

  17. Rybak J., Zyrek T. (2014). Time dependent factors in driven pile capacity control. th International Multidisciplinary Scientific GeoConference SGEM, Albena, Bulgaria, 17-26 June, 2014. Vol. 2, cop.2014. pp. 995-1002

  18. Schmertmann, J. & Hayes, J. 1997. The Osterberg Cell and Bored Pile Testing – a Symbiosis. Proceedings at the Third Annual Geotechnical Engineering Conference. Cairo University, Cairo, Egypt. 16th International Scientific GeoConference SGEM2016 www.sgem.org

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Number of times cited according to Crossref: 2

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