Most wiszący przez Cieśninę Messyńską. Geotechniczne rozwiązania inżynierskie

Fiammenghi, G.; Jamiołkowski, M.; Van Impe, W. F.

Artykuł - szczegóły

Tytuł artykułu

Most wiszący przez Cieśninę Messyńską. Geotechniczne rozwiązania inżynierskie

Autorzy

Fiammenghi G. , Jamiołkowski M. , Van Impe W. F.

Wybrane pełne teksty z tego czasopisma

http://imig.pl/archiwalia/

Identyfikatory

Warianty tytułu

Suspension bridge over the Strait of Messina. Geotechnical engineering solutions

Języki publikacji

Abstrakty

Wyniki badań geotechnicznych prowadzonych w związku z planowanym projektem połączenia lądowego w Kalabrii i Sycylii nad Cieśniną Messyńską za pomocą jednoprzęsłowego mostu wiszącego. Analiza sposobu uzyskiwania danych gruntowych do oszacowania przyjmowanych w projekcie parametrów gruntu. Koncepcje konstrukcji fundamentów mostu.

The results of geotechnical investigations carried out for the planned project of the land connection between Calabria and Sicily over the Strait of Messina in the form of one-span suspension bridge. The analysis of soil data acquisition for an assessment of the soil parameters assumed in the project. Ideas of the construction of bridge foundations.

Słowa kluczowe

mosty Cieśnina Messyńska geotechnika

bridge Strait of Messina geotechnics

Wydawca

IMOGEOR, Spółka z o. o.

Czasopismo

Inżynieria Morska i Geotechnika

Rocznik

2009

Tom

nr 2

Strony

81--96

Opis fizyczny

Bibliogr. 46 poz., rys., tab.

Twórcy

autor

Fiammenghi G.

autor

Jamiołkowski M.

autor

Van Impe W. F.

Messina Strait Company Sp. z o.o.

Bibliografia

1. Arroyo M., Ferreira C., Sukolrat J.: Dynamic Measurements and Porosity in Saturated Triaxial Specimens. Symposium on Soil Stress-Strain Behaviour: Measurement, Modelling and Analysis, Rome, Ling, Callisto, Leschinsky and Koseki Eds, Springer, 2006.
2. Baldi G., Jamiolkowski M., Lo Presti D. C. F., Manfredini G., Rix G. J.: Italian Experience in Assessing Shear Wave Velocity from CPT and SPT. Earthquake Geotechnical Engineering, Discussion Session on Influence of Local Conditions on Seismic Response. XII ICSMFE, Rio De Janeiro, Brasil, The Japanese Society of SMFE, 1989.
3. Baldi G., Bruzzi D., Superbo S., Battaglio M., Jamiolkowski M.: Seismic Cone in Po River Sand. ISOPT-1, Orlando, Fla., Vol. 2, 1988.
4. Barton M. E., Mockett L. D., Palmer S. N.: An Engineering Geological Classification of the Soil-Rock Borderline Materials between Sands and Sandstone. Engineering Geology of Weak Rock 26th Geological Society Annual Conf. Leeds, UK Cripps et al. Eds, Balkema, 1993.
5. Biot M. A.: Theory of Propagation of Elastic Waves in Fluid-Saturated Porous Solid, I Lower Frequency Range. Journal of Acoustical Society of America, Vol 28, No. 2, 1956.
6. Bolton M. D.: The Strength and Dilatancy of Sands. Geotechnique, Vol. 36, No. 1, 1986.
7. Bosi C.: Studio delio stato di aggregazione delle Ghiaie di Messina. Report by Sitec S.r.l., Roma 1990.
8. Cresswell A. W.: Sampling and Strength Testing of Unbonded Locked Sand. Ph.D. Thesis, Southampton University, U.K. 1999.
9. Crova R., Jamiolkowski M., Lancellotta R., Lo Presti D. C. F.: Geotechnical Characterization of Gravelly Soils at Messina Site, Selected Topics. Proceedings of the Wroth Memorial Symposium, Oxford, UK, Houlsby and Schofield Eds, Thomas Telford, 1992,
10. Cubrinovski M., Ishihara K.: Empirical Correlation between SPT-N Value and Relative Density for Sandy Soils. Soils and Foundations, Vol. 39, No. 5,1999 .
11. Darendeli M. B.: Development of New Family of Normalised Modulus Reduction and Material Damping Reduction Curves. Ph.D. Thesis, University of Texas at Austin, TX, USA, 2001.
12. Faccioli E.: Seismic Hazard and Design Earthquake. Stretto di Messina Ltd, Internal Report, 2003.
13. Ferrante G.: Comportamento in colonna risonante di sabbie frantumabili e della ghiaia di Messina. Politecnico di Torino, Department of Structural and Geotechnical Engineering, 1988.
14. Foti S., Lancellotta R.: Soil Porosity from Seismic Velocities. Geotechnique, Vol. 54, No. 8, 2004.
15. Foti S., Lai C. G., Lancellotta R.: Porosity of Fluid Saturated Porous Media from Measured Seismic Wave Velocities. Geotechnique, Vol. 52, No. 5, 2002.
16. Goto S., Suzuki Y., Nishio S., Oh-oka H.: Mechanical Properties of Undisturbed Tone-river Gravel Obtained by in Situ Freezing Method. Soils and Foundations, Vol. 32, No. 3, 1992.
17. Goto S., Nishio S., Yoshimi Y.: Dynamic Properties of Gravels Sampled by Ground Freezing. Ground Failures under Seismic Conditions. GSP 44, ASCE,1994.
18. Hatanaka M., Uchida A.: Empirical Correlation Between Penetration Resistance and Internal Friction Angle of Sandy Soi1s. Soi1s and Foundations, Vol. 36, No. 4, 1996.
19. Hatanaka M., Uchida A.: Effects of Test Methods on the Cyclic Deformation Characteristics of High Quality Undisturbed Gravel Samples. GSP 56, ASCE,1995.
20. Hight D.W., Leroueil S.: Characterisation of Soi1s for Engineering Purposes. Characterisation and Engineering Properties of Natura1 Soils, Int. Workshop, Singapore, Tan et al. Eds, Swets and Zeitlinger, 2002.
21. Ishihara K.: Soi1 Behaviour in Earthquake Geotechnics. Oxford Science Publications, 1996.
22. ISMES: Results of Laboratory Tests Carried out on Reconstituted Specimens of the Coasta1 Plain Deposits. R-2685 and R-2690, 1985.
23. Jamiolkowski M., Lo Presti D. C. F.: Geotechnical Characterisation of Holocene and Pleistocene Messina Sand and Gravel Deposits. Characterisation and Engineering Properties of Natural Soils, Int. Workshop, Singapore, Tan et al Eds, Swets and Zeitlinger, 2002.
24. Jardine R. J.: Some Observations on the Kinematic Nature of Soil Stiffness. Soils and Foundations, Vol. 32, No. 2, 1992.
25. Jardine R. J.: Investigations of Pile-Soil behaviour with Special Reference to the Foundations of offshore Structures. Ph.D. Thesis, University of London, London. UK, 1985.
26. Jardine R. J., Kuwano R., Zdravkovic L., Thornton C.: Some Fundamental Aspects of the Pre-Failure behaviour of Granular Soils. 2nd Int. Symp. on Pre-Failure Deformation Characteristics of Geomaterials, IS Torino '99 Jamiolkowski et al. eds., Balkema, Vol. 2, 2001.
27. Kokusho T., Tanaka Y: Dynamic Properties of Gravel Layers Investigated by In-situ Freezing Sampling. Ground Failures under Seismic Conditions, GSP 44, ASCE, 1994.
28. Kramer S. L.: Geotechnical earthquake engineering. Prentice Hall, 1996.
29. Liao S. C., Whitman, R. V.: Overburden Correction factors for SPT in Sand. Journal of GED, ASCE, Vol. 112, No. 3, 1986.
30. Lo Presti D., Pallara O., Froio F., Rinolfi A., Jamiolkowski M.: Stress-Strain Strength behaviour of Undisturbed and Reconstituted Gravelly Soils Samples. Rivista Italiana di Geotecnica, Vol. 40, No. 1,2006.
31. Nazarian S., Stokoe K. H.: Use of the SpectralAnalysis of Surface Waves for Determination of Moduli and Thickuess of Pavement Systems. Transportation Research Record, No. 954, TRB, Transportation Research Board, Washington, D.C., 1983.
32. Newmark N. M.: Effects of earthquakes on dams and embankments. 5th Rankine Lecture, Geotechnique, Vol 15, No. 2, 1965.
33. Pallara O.: Comportamento sforzi-deformazioni di due sabbie soggette alle sollecitazioni monotone e cicliche". Ph.D. Thesis, Politecnico di Torino Department of Structural and Geotechnical Engineering, 1995.
34. Rowe P. W.: The Stress-Dilatancy Relation for Static Equilibrium of an Assembly of Particles in Contact. Proc. Royal Society, 269 A, 1962.
35. Schmertmann J. H., Palacios A.: Energy Dynamics of SPT. Journal of GED, ASCE. Vol. 105, No. GT8, 1979.
36. SkemptonA. W.: Standard Penetration Tests Procedures and the Effects in Sands of Overburden Pressure, Relative Density, Particle Size, Ageing and Overconsolidation. Geotechnique, Vol. 36, No. 3, 1986.
37. Solari G.: Wind Studies. Stretto di Messina Ltd, Internal Report, 2003.
38. Tatsuoka F., Jardine R. J., Lo Presti D.C.F., Di Benedetto H., Kokaka T.: Characterising the Pre- failure Deformation Properties of Geomaterials". Theme Lecture for Plenary Session No. 1, 14th ICSMFE, Hamburg, Vol. 4, 1997.
39. Todd D. K.: Groundwater Hydrology. Wiley, 1980.
40. Yasuda N., Otha N., Nakamura A.: Deformation Characteristics of Undisturbed Riverbed Gravel by In-Situ Freezing Sampling Method". 1st Int. Symp. on Pre-Failure Deformation Characteristics of Geomaterials, IS Hokkaido '94 Sapporo, Japan, Shibuya et al. eds., Balkema, Vol. 1, 1994.
41. Yoshimi Y: A Frozen Sample of Sand that did not Melt". Geotech-Year 2000, Developments in Geotechnical Engineering, Bangkok, 2000.
42. Yoshimi Y, Tokimatsu K., Kaneko O., Makihara, Y: Undrained Cyclic Shear Strength of a Dense Niigata Sand". Soils and Foundations, Vol. 24. 1984.
43. Yoshimi Y, Hatanaka M., Oh-oka H.: Undisturbed Sampling of Saturated Sands by Freezing. Soils and Foundations, Vol. 18, No. 3,1978.
44. Yoshimi Y, Hatanaka M., Oh-oka H.: A Simple Method for Undisturbed Sampling by Freezing. Specialty Session 2 on Soil Sampling 9th ICSMFE, Tokyo, Japan, 1977.
45. Valensise G.: Seismic Settings. Stretto di Messina Ltd, Internal Report, 2003.
46. Vullo E.: The Biggest Bridge. ITALY-lTALY, N°1, 1999.

Typ dokumentu

Bibliografia

Identyfikator YADDA

bwmeta1.element.baztech-article-BWM4-0021-0008