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SOME REMARKS ON CMC COLUMN AXIAL CAPACITY TESTING.

Jaroslaw Rybak

First published: 2015https://doi.org/10.5593/sgem2015/b12/s2.096View metrics

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Title
SOME REMARKS ON CMC COLUMN AXIAL CAPACITY TESTING.
Authors
Jaroslaw Rybak
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 15th International Multidisciplinary Scientific GeoConference SGEM2015, SCIENCE AND TECHNOLOGIES IN GEOLOGY, EXPLORATION AND MINING
Publisher
Stef92 Technology
Year
2015
Pages
725-730
ISSN
1314-2704
ISBN
978-619-7105-32-2
Language
en
Publication type
Conference Paper
Keywords
References22
  1. Brinch Hansen, J. 1963. Discussion, Hyperbolic Stress-Strain response, Cohesive soil. Jour nal of soil mech. and foundation engineering division, ASCE, 89: pp. 241-242.

  2. Brzozowski T., Blockus M., 2004. Pile dynamic testing. Seminar: Pile foundation design. Gdansk University of Technology, 25.06.2004. (in Polish).

  3. Chin, F.K (1970): “Estim ation of the Ultimate Load of Piles Not Carried to Failure”, Proc. 2nd Southeast Asia Conference on soil Engineering, pp. 81-90.

  4. Decourt, L. 1999. Behavior of foundations under working load conditions. Proceedings of the 11th Pan-American Conference on Soil Mechanics and Geotechnical Engineering, Foz DoIguassu, August 1999, Brazil 4: pp. 453-488.

  5. Fellenius, B.H. 1975. Test loading of piles. Methods, interpretation, and new proof testing procedure. ASCE 101, GT9: pp. 855-869.

  6. Fellenius, B.H. 1980. The analysis of results from routine pile loading tests. Ground Engineering, London 13 (6): pp. 19-31.

  7. Fellenius, B.H. 2001. What capacity value to choose from the results a static loading test. We have determined the capacity, then what Deep Foundation Institute, Fulcrum Winter: pp. 19-22 and Fall: pp. 23-26.

  8. Holeyman A.E., 2006. Pile monitoring, testing and data processing. Piling and Deep Foundations. Conference Proceedings, DFI EFFC, Amsterdam. 86-100

  9. Król, M. & Rybak, J. 2013. Accuracy o f extrapolation methods for non-failed static load tests. Vplyv vody na geotechnické konštrukcie, 03. - 04. júna 2013, Bratislava, Slovakia: pp. 285-294.

  10. Muszyński, Z. & Rybak, J. 2013. Application of robust estimation methods for calculation of piles' ultimate resistance. International Journal for Computational Civil and Structural Engineering 9 (3): pp. 61-67.

  11. PN-EN 1997-1, 2008. Eurocode 7: Geotechnical design - Part 1: General rules. International Multidisciplinary Scientific GeoConfenferences SGEM 2015 www.sgem.org

  12. Brinch Hansen, J. 1963. Discussion, Hyperbolic Stress-Strain response, Cohesive soil. Jour nal of soil mech. and foundation engineering division, ASCE, 89: pp. 241-242.

  13. Brzozowski T., Blockus M., 2004. Pile dynamic testing. Seminar: Pile foundation design. Gdansk University of Technology, 25.06.2004. (in Polish).

  14. Chin, F.K (1970): “Estim ation of the Ultimate Load of Piles Not Carried to Failure”, Proc. 2nd Southeast Asia Conference on soil Engineering, pp. 81-90.

  15. Decourt, L. 1999. Behavior of foundations under working load conditions. Proceedings of the 11th Pan-American Conference on Soil Mechanics and Geotechnical Engineering, Foz DoIguassu, August 1999, Brazil 4: pp. 453-488.

  16. Fellenius, B.H. 1975. Test loading of piles. Methods, interpretation, and new proof testing procedure. ASCE 101, GT9: pp. 855-869.

  17. Fellenius, B.H. 1980. The analysis of results from routine pile loading tests. Ground Engineering, London 13 (6): pp. 19-31.

  18. Fellenius, B.H. 2001. What capacity value to choose from the results a static loading test. We have determined the capacity, then what Deep Foundation Institute, Fulcrum Winter: pp. 19-22 and Fall: pp. 23-26.

  19. Holeyman A.E., 2006. Pile monitoring, testing and data processing. Piling and Deep Foundations. Conference Proceedings, DFI EFFC, Amsterdam. 86-100

  20. Król, M. & Rybak, J. 2013. Accuracy o f extrapolation methods for non-failed static load tests. Vplyv vody na geotechnické konštrukcie, 03. - 04. júna 2013, Bratislava, Slovakia: pp. 285-294.

  21. Muszyński, Z. & Rybak, J. 2013. Application of robust estimation methods for calculation of piles' ultimate resistance. International Journal for Computational Civil and Structural Engineering 9 (3): pp. 61-67.

  22. PN-EN 1997-1, 2008. Eurocode 7: Geotechnical design - Part 1: General rules. International Multidisciplinary Scientific GeoConfenferences SGEM 2015 www.sgem.org

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