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Simon Rabarijoely, Stanisław Jabłonowski and Kazimierz Garbulewski

References ALÉN C.G. 1998: On probability in geotechnics. Random calculation models exemplified on slope stability analysis and ground-superstructure interaction. Doctoral thesis. Chalmers University of Technology, Göteborg. ALÉN C.G., SÄLLFORS G.B. 1999: Uncertainties in modeling of soil properties. Barends et al. (eds). Proc. of the EC SMGE: Geotechnical Engineering for Transportation Infrastructure, Balkema, Rotterdam, 303-308. BOND A.J., HARRIS A.J. 2008: Decoding Eurocode 7 . Taylor and Francis

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Andrzej Olchawa and Andrzej Zawalski

References AZZOUZ A.S., BALIGH M.M., LADD C.C. 1983. Corrected field vane strength for embankment design. Journal of Geotechnical Engineering. Vol. 109. Iss. 5 p. 730-734. GALAS P., KIZIEWICZ D. 2009. Ocena nośności podłoża pod stopą fundamentową według Eurokodu 7 oraz PN-81/B-03020. W: Problemy geotechniczne i środowiskowe z uwzględnieniem podłoży ekspansywnych [The bearing capacity evaluation of pad foundation based on Eurocode 7 and PN-81/B-03020. In: Expansive soils and their influence on geotechnical properties of subsoil

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Wojciech Puła and Łukasz Zaskórski

structural reliability, Probabilistic Engineering Mechanics, 1988, 3(2), 83-91. [14] DITLEVSEN O., Principle of Normal Tail Approximation, Journal of the Engineering Mechanics Division, ASCE. 1981, 107(EM6), 1191-1208. [15] DITLEVSEN O., MADSEN H.O., Structural Reliability Methods, John Wiley & Sons, Chichester, 1996. [16] EN 1997-1:2004. Eurocode 7. Geotechnical Design, Part 1: General Rules. CEN, European Committee for Standardization, Brussels. [17] EN 1990:2002. Eurocode: Basis of structural design. CEN

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Simon Rabarijoely and Kazimierz Garbulewski

REFERENCES ALÉN C.G. 1998: On probability in geotechnics. Random calculation models exemplified on slope stability analysis and ground-superstructure interaction. Doctoral thesis, Chalmers University of Technology, Göteborg. ALÉN C.G., SÄLLFORS G.B. 1999: Uncertainties in modeling of soil properties. Proceedings of the EC SMGE: Geotechnical Engineering for Transportation Infrastructure, Balkema, Rotterdam. BOND A.J., HARRIS A.J. 2008: Decoding Eurocode 7. Taylor and Francis, London. EN 1997-1:2007. Eurocode 7. Geotechnical design. Part 1

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Bogumił Wrana

REFERENCES [1] American Petroleum Institute, API Recommended Practice for Planning, Designing and Constructing Fixed Off-shore Platforms , API, Washington, DC, 1984. [2] A rdalan H., E slami A., N ariman -Z ahed N., Piles shaft capacity from CPT and CPTu data by polynomial neural networks and genetic algorithms , Comput. Geotech., 2009, 36, 616–625. [3] B ond A.J., S chuppener B., S carpelli G., O rr T.L.L., Eurocode 7: Geotechnical Design Worked examples, Worked examples presented at the Workshop “Eurocode 7: Geotechnical Design

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Paweł Więcławski

BIBLIOGRAPHY 1. Bustamante M., Gianeselli L.: Pile Bearing Capacity Prediction by Means of Static Penetration CPT. Proceedings of 2nd European Symposium on Penetration Testing, Amsterdam, 1982. 2. DeRuiter J., Beringen F. L.:. Pile Foundations for Large North Sea Structures. Marine Geotechnology, 1979. 3. Goodman R. E.: Karl Terzaghi: The Engineer As Artist . Amer Society of Civil Engineers, 1998. 4. Gwizdała K., Brzozowski T., Więcławski P.: Calculation aspects used in Eurocode 7 for pile foundation. From Research to Design in

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Zbigniew Lechowicz, Simon Rabarijoely, Paweł Galas and Dariusz Kiziewicz

References BOND A., HARRIS A. 2008: Decoding Eurocode 7. Taylor&Francis. London. EN 1997-1 Eurocode 7 2004: Geotechnical Design - Part 1: General Rules, CEN, Brussels. FRANK R., BAUDUIN C., DRISCOLL R., KAVVADAS M., KREBS OVESEN N., ORR T., SCHUPPENER B. 2004: Designers' Guide to EN 1997-1, Eurocode 7. Geotechnical design - General rules. Thomas Telford, London. International Standard ISO 14688-2. 2004: Geotechnical investigation and testing

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Kamila Kotrasová

-History Response of cylindrical tank considering fluid - structure interaction due to earthquake. In: Applied Mechanics and Materials. No. 617 (2014), pp. 66-69, ISSN 1660-9336. [7] K. KOTRASOVÁ, I. GRAJCIAR, E. KORMANIKOVÁ, A Case Study on the Seismic Behavior of Tanks Considering Soil-Structure-Fluid Interaction. In: Journal of Vibration Engineering & Technologies, 2015, Vol 3, ISSN 2321-3558. [8] J. MELCER, Dynamic Response of a Bridge Due to Moving Loads, In: Journal of Vibration Engineering & Technologies, 2015, Vol 3(2), p. 199-209. ISSN

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Kazimierz Gwizdała and Paweł Więcławski

-wave Theory to Piles, Sao Paulo, Brazil, 11-13 September 2000. [9] SOBALA D., Driven precast reinforced concrete piles, (in Polish), Aarsleff Sp. z o.o., 2010. [10] DE COCK F., LEGRAND C., HUYBRECHTS N., Overview of design methods of axially loaded piles in Europe - Report of ERTC3 - Piles, ISSMGE Subcommittee, XIII-th European Conference of Soil Mechanics and Geotechnical Engineering, Prague, Czech Republic, 25-28 August 2003. [11] PN-83/B-02482, Bearing capacity of pile and pile foundations. [12] EN 1997 (2004). Eurocode 7. Geotechnical design. [13] PN-EN 1997