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SOME REMARKS ON CMC COLUMN AXIAL CAPACITY TESTING.
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References22
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.
Brzozowski T., Blockus M., 2004. Pile dynamic testing. Seminar: Pile foundation design. Gdansk University of Technology, 25.06.2004. (in Polish).
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.
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.
Fellenius, B.H. 1975. Test loading of piles. Methods, interpretation, and new proof testing procedure. ASCE 101, GT9: pp. 855-869.
Fellenius, B.H. 1980. The analysis of results from routine pile loading tests. Ground Engineering, London 13 (6): pp. 19-31.
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.
Holeyman A.E., 2006. Pile monitoring, testing and data processing. Piling and Deep Foundations. Conference Proceedings, DFI EFFC, Amsterdam. 86-100
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.
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.
PN-EN 1997-1, 2008. Eurocode 7: Geotechnical design - Part 1: General rules. International Multidisciplinary Scientific GeoConfenferences SGEM 2015 www.sgem.org
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.
Brzozowski T., Blockus M., 2004. Pile dynamic testing. Seminar: Pile foundation design. Gdansk University of Technology, 25.06.2004. (in Polish).
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.
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.
Fellenius, B.H. 1975. Test loading of piles. Methods, interpretation, and new proof testing procedure. ASCE 101, GT9: pp. 855-869.
Fellenius, B.H. 1980. The analysis of results from routine pile loading tests. Ground Engineering, London 13 (6): pp. 19-31.
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.
Holeyman A.E., 2006. Pile monitoring, testing and data processing. Piling and Deep Foundations. Conference Proceedings, DFI EFFC, Amsterdam. 86-100
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.
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.
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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