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2018 | 17 | 2 |

Tytuł artykułu

Deformacje konstrukcji z gruntu zbrojonego geosyntetykami – porównanie wyników obliczeń uzyskanych z użyciem różnych metod

Treść / Zawartość

Warianty tytułu

EN
Deformations of geosynthetic reinforced soil structures – comparison of results obtained by using different methods

Języki publikacji

PL

Abstrakty

PL
Porównano wyniki obliczeń poziomych deformacji konstrukcji z gruntu zbrojonego geosyntetykami uzyskane z użyciem różnych metod. Do ich wykonania zastosowano metody powszechnie znane (FHWA, Geoservice, CTI) oraz rozwiązanie mniej popularne, a polegające na analizie sposobu pracy, w tym potencjalnych mechanizmów zniszczenia, konstrukcji z gruntu zbrojonego (metoda IBW PAN). Dokładność uzyskanych wyników zweryfikowano na podstawie danych eksperymentalnych. Przedstawiono wnioski wynikające z przeprowadzonej analizy oraz omówiono najistotniejsze problemy, które wymagają dalszych badań.
EN
Comparison of calculation results of horizontal deformation of geosynthetic reinforced walls obtained by using different theoretical methods is presented. The selected approaches to solve the problem obtain both the obviously known analytical methods (FHWA, Geoservice and CTI) and solution which is currently not very popular, however based on mechanics of GRS, especially on identification of their potential failures (IBW PAN method) were used. The accuracy of obtained results was verified on the basis of experimental investigations. Main conclusions and important problems which need further investigations are presented.

Wydawca

-

Rocznik

Tom

17

Numer

2

Opis fizyczny

s.85-95,rys.,tab.,bibliogr.

Twórcy

  • Instytut Budownictwa Wodnego, Polska Akademia Nauk w Gdańsku, Gdańsk

Bibliografia

  • Adams, M. T., Lillis, C. P., Wu, J. T. H. i Ketchart, K. (2002). Vegas Mini Pier experiment and postulate of zero volume change. Proceedings of 7th International Conference Geosynthetics, Swets and Zeitinger (strony 389–394). Holandia.
  • AASHTO (2009). Interim LRFD Bridge Design Specifications. 4th ed. Washington DC.
  • Bathurst, R. J., Simac, M. R. i Sandri, D. (1995). Lessons learned from the construction performance of a 14m high segmental retaining wall. Proceedings of Geosynthetics: Lessons Learned from Failures. Nashville TN.
  • Bathurst, R. J., Nernheim, A., Walters, D. L., Allen, T. M., Burgess, P. i Saunders, D. D. (2009). Influence of reinforcement stiffness and compactionon the performance of four geosynthetic reinforced soil walls. Geosynthetics International, 16(1), 43–59.
  • Bathurst, R. J., Miyata, Y. i Allen, T. M. (2010). Invited keynote paper: Facing displacements in geosynthetic reinforced soil walls. Earth Retention Conference 3. ASCE Geo-Institute.
  • Benjamin, C. V. S., Bueno, B. S. i Zornberg, J. G. (2007). Field monitoring evaluation of geotextile-reinforced soil-retaining walls. Geosynthetics International, 14(2), 100–118.
  • BS8006 (1995). Code of Practice for Strengthened/Reinforced Soil and Other Fills.
  • Bueno, B. S., Benjamin, C. V. S. i Zornberg, J. G. (2005). Field performance of a full-scale retaining wall reinforced with nonwoven geotextiles. W Slopes and retaining structures under seismic and static conditions (strony 2617–2625). ASCE. Reston, VA: 2617–2625.
  • Christopher, B. R., Gill, S. A., Giroud, J. P., Mitchell, J. K., Schlosser, F. i Dunnicliff, J. (1990). Reinforced soil structures: Design and construction guidelines. Raport FHWA-RD 89-043. Washington, DC: Federal Highway Administration.
  • EN 14475 (2006). Execution of special geotechnical works. Reinforced fill.
  • Geoguide 6 (2002). Guide to Reinforced Fill Structure and Slope Design. Hong Kong: Geotechnical Engineering Office.
  • Giroud, J. P. (1989). Geotextile engineering workshop-design examples. Raport FHWA-HI-89-002. Washington, DC: Federal Highway Administration.
  • Hatami, K. i Bathurst, R. J. (2005). Development and verification of a numerical model for the analysis of geosynthetic-reinforced soil segmental walls under working stress conditions. Canadian Geotechnical Journal, 42(4), 1066–1085.
  • Hatami, K. i Bathurst, R. J. (2006). Numerical model for reinforced soil segmental walls under surcharge loading. Journal of Geotechnical and Geoenvironmental Engineering, 132(6), 673–684.
  • ITB (2007). Projektowanie konstrukcji oporowych, stromych skarp i nasypów z gruntu zbrojonego geosyntetykami. Instrukcja 429. Warszawa.
  • Jewell, R. A. (1988). Reinforced soil wall analysis and behavior. The application of polymeric reinforcement in soil retaining structures. Amsterdam: Kluwer.
  • Jewell, R. A. i Milligan, G. W. E. (1989). Deformation calculation for reinforced soil walls. Proceedings of 12th International Conference on Soil Mechanics and Foundation Engineering (strony 1259–1262).
  • Kazimierowicz-Frankowska, K. (2003). Deformation of model RS retaining walls due to creep and reinforcement pull-out. Geosynthetics International, 10(5), 153–164.
  • Kazimierowicz-Frankowska, K. (2004). Experimental study on pre-failure behavior of reinforced wall. Proceedings of 3rd European Geosynthetics Conference (strony 707–710). Munich.
  • Kazimierowicz-Frankowska, K. (2005). A case study of geosynthetic reinforced wall with wrap-around facing. Geotextiles and Geomembranes, 23(1), 107–115.
  • Khosrojerdi, M., Xiao, M., Qiu, T. i Nicks, J. (2017). Evaluation of prediction methods for lateral deformation of GRS walls and abutments. Journal of Geotechnical and Geoenvironmental Engineering, 143(2), 06016022.
  • Kulczykowski, M. (2013). Deformacje konstrukcji z gruntu zbrojonego. Raport. Gdańsk: IBW PAN.
  • NCMA (2009). Design Manual for Segmental Retaining Walls (3rd ed.). National Concrete Masonry Association.
  • NGG (2005). Nordic Guidelines for Reinforced Soils and Fills. Nordic Geosynthetic Group. Oslo: Nordic Geotechnical Societies, Nordic Industrial Fund.
  • PWRC (2000). Design and Construction Manual of Geosynthetics Reinforced Soil. Japan: Public Works Research Center.
  • Sawicki, A. (2000). Mechanics of reinforced soil. Rotterdam–Brookfield: A.A. Balkema.
  • WSDOT (2006). Geotechnical Design Manual, M 46-03. Chapter 15. Abutments, retaining walls, and reinforced slopes. Washington DC: Washington State Department of Transportation.
  • Wu, J.T. (1994). Design and construction of low cost retaining walls: The next generation in technology. Report No. CTI-UCD-1-94. Colorado: Colorado Transportation Institute.
  • Wu, J.T., Pham, T.Q. i Adams, M.T. (2013). Composite behaviour of geosynthetic reinforced soil mass. Raport FHWA-HRT-10-077. McLean, VA: Federal Highway Administration.

Typ dokumentu

Bibliografia

Identyfikatory

Identyfikator YADDA

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