Physical modelling of geotechnical structures in ports and offshore

• Autorzy: Bałachowski L.
• Języki publikacji: EN

Abstrakty

EN

The physical modelling of subsoil behaviour and soil-structure interaction is essential for the proper design of offshore structures and port infrastructure. A brief introduction to such modelling of geoengineering problems is presented and some methods and experimental devices are described. The relationships between modelling scales are given. Some examples of penetration testing results in centrifuge and calibration chamber are presented. Prospects for physical modelling in geotechnics are also described.

Słowa kluczowe

EN

centrifuge; calibration chamber; CPT

• Wydawca: Gdańsk University of Technology, Faculty of Ocean Engineering & Ship Technology
• Czasopismo: Polish Maritime Research
• Rocznik: 2017
• Tom: S 1
• Strony: 4--9
• Opis fizyczny: Bibliogr. 27 poz., rys., tab.

Twórcy

autor

Bałachowski L.

• Faculty of Civil and Environmental Engineering, Gdańsk University of Technology, Poland

Bibliografia

• 1. Foray, P., Bałachowski, L., Colliat , J –L.? : Bearing capacity of model piles driven into dense over-consolidated sand. Canadian Geotechnical Journal, 1998, 35(2), pp. 374-385, 10.1139/t97-082.
• 2. Tsuha, C. D. H. C., Aoki, N., Rault, G., Thorel, L., & Garnier, J. Evaluation of the efficiencies of helical anchor plates in sand by centrifuge model tests. Canadian Geotechnical Journal, 2012, 49(9), pp. 1102-1114.
• 3. Fioravante, V. : Load transfer from a raft to a pile with an interposed layer. Géotechnique, 2011, 61(2), pp.121-132.
• 4. Le Kouby, A., Dupla, J. C., Canou, J., & Francis, R.: The effects of installation order on the response of a pile group in silica sand. Soils and Foundations, 2016, 56(2), pp.174-188.
• 5. Falborski T., Jankowski R.: Polymeric Bearings – A New Base Isolation System to Reduce Structural Damage during Earthquakes. 10th International Conference on Damage Assessment of Structures (DAMAS), 2013. http://www. scientific.net/KEM.569-570.143
• 6. Jankowski R.: Experimental study on earthquake-induced pounding between structural elements made of different building materials. Earthquake Engineering & Structural Dynamics, 2010, Vol. 39, Issue 3, pp. 343-354, DOI: 10.1002/eqe.941
• 7. Kozaczka E., Grelowska G., Kozaczka S.: Images of the Seabed of the Gulf of Gdansk Obtained by Means of the Parametric Sonar. Acta Physica Polonica A., 2010,Vol. 118, No.1, pp. 91-94
• 8. Grelowska G., Kozaczka E.: Sounding of Layered Marine Bottom - Model Investigations. Acta Physica Polonica A., 2010,Vol. 118, No.1, pp. 66-70.
• 9. Grelowska G., Kozaczka E., Nowicki A., Kozaczka S.: Investigation of Transmit and Receive Characteristics of Laboratory Model for the Parametric Echosounder. Acta Physica Polonica A., 2013,Vol. 123, No.6 , pp. 1094-1097.
• 10. Ghionna, V.N., Jamiolkowski, M. : A critical appraisal of calibration chamber testing in sands. Proceedings of the 1st International Conference on Calibration Chamber Testing, Clarkson Univ., Potsdam, USA, 1991. Edited by A.-B. Huang, pp. 13-37.
• 11. Dijkstra, J., Gaudin, C., & White, D. J. : Comparison of failure modes below footings on carbonate and silica sands. International Journal of Physical Modelling in Geotechnics , 2013, 13 (1).
• 12. Hazarika, H., Kohama, E. and Sugano, T.: Underwater shake table on waterfront structures protected with tire chips cushion. J. Geotechnical and Geoenvironmental Engineering, (ASCE), 2008, Vol. 134, No.12.
• 13. Mahmoud S., Abd-Elhameed A., Mahmoud S., Jankowski R.: Earthquake-induced pounding between equal height multi-storey buildings considering soil-structure interaction. Bulletin of Earthquake Engineering, 2013, Vol. 11, Issue 4 , pp.1021-1048. http://link.springer.com/10.1007/ s10518-012-9411-6
• 14. Dymarski C., Dymarski P.: Developing Methodology for Model Tests of Floating Platforms in Low -Depth Towing Tank. Archives of Civil and Mechanical Engineering, 2016, Vol. 16, Issue 1, pp. 159-167
• 15. Garnier, J., Gaudin, C., Springman, S. M., Culligan, P. J., Goodings, D., Konig, D., ... & Thorel, L. : Catalogue of scaling laws and similitude questions in geotechnical centrifuge modelling. International Journal of Physical Modelling in Geotechnics, 2007, 7(3), 1.
• 16. Konkol, J. : Derivation of the scaling laws used in geotechnical centrifuge modelling-application of dimensional analysis and Buckingham Π theorem. Technical Sciences/ University of Warmia and Mazury, Olsztyn , 2014.
• 17. Foray, P., Bałachowski, L., & Rault, G. : Scale effect in shaft friction due to the localization of deformations. In Proceedings of the international conference on centrifuge ,Tokyo, 1998, Vol. 98, pp. 211-216.
• 18. Madabhushi, G. : Centrifuge Modelling for Civil Engineers. CRC Press.
• 19. 2015, http://eurofuge2016.ifsttar.fr
• 20. Bayton, S.M., Black, J.A. : The effect of soil density on offshore wind turbine monopile foundation performance. Proc. of 3rd European Conference on Physical Modelling in Geotechnics, Eurofuge 2016, Nantes, pp. 239-244.
• 21. Loli, M., Kassas, K. & Anastasopoulos, I. : Centrifuge testing of a hybrid foundation for offshore wind turbines: experimental technique and preliminary results. Proc. of 3rd European Conference on Physical Modelling in Geotechnics, Eurofuge 2016, Nantes, pp. 263-268.
• 22. Blanc, M., Thorel, L., Isorna, R., Dano, C., Kotronis, P., Philippe, M. : Centrifuge investigation of axial cyclic behaviour of a single pile used for the foundation of a jacket type offshore wind turbine. Proc. Frontiers in offshore geotechnics, ISFOG 2015, Oslo, Norway, CRC Press, pp. 521-526.
• 23. Bałachowski, L. : Size effect in centrifuge cone penetration tests. Archives of Hydro-Engineering and Environmental Mechanics, 2007, 54(3), pp. 161-181.
• 24. Bałachowski, L. Physical modelling in sands in a wide range of stress level: Application to the calibration of CPTU and DMT tests. Wydawnictwo Politechniki Gdańskiej, Gdańsk 2008.
• 25. Bałachowski, L. : Penetration resistance of Lubiatowo sand in calibration chamber tests. Archives of HydroEngineering and Environmental Mechanics, 2006, 53(4), pp. 311-329.
• 26. Mortara, G., Mangiola, A., & Ghionna, V. N. : Cyclic shear stress degradation and post-cyclic behaviour from sandsteel interface direct shear tests. Canadian Geotechnical Journal, 2007, 44(7), pp. 739-752.
• 27. Dymarski C., Dymarski P., Żywicki J.: Design and strength calculations of the tripod support structure for offshore power plant. Polish Maritime Research , 2015,Vol. 22, No.1(85), pp. 36-46.

Uwagi

PL

Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę (zadania 2017)