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Modelling and analysis of the stability of a harbour wharf’s embankment with regards to its failure

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The article presents the process of creating a computational model for the stability analysis of a harbour wharf’s embankment with regards to its failure. The described elements that were taken into account at the stage of data preparation are: historical analysis of the structure (structural calculations, and the calculations of the stability of the embankment), results of the author’s own soil and material tests (concrete, steel), environmental conditions (atmospheric and water), the possible load systems that acted on the facility, and also the results from the 3D model of the wharf’s structure. On this basis, five computational schemes were prepared for computer simulations of the stability of the embankment in a plain state of deformations. Various stages and conditions of its operation were taken into account. In conclusion, a possible course of the process of destruction of the structure of the harbour wharf, and the river embankment that cooperates with it, was proposed.
Rocznik
Strony
54--70
Opis fizyczny
Bibliogr. 31 poz., fot., rys., wykr.
Twórcy
  • Faculty of Civil Engineering, Wrocław University of Science and Technology, Wyb. Wyspiańskiego 27, Wrocław, Poland
  • Faculty of Civil Engineering, Wrocław University of Science and Technology, Wyb. Wyspiańskiego 27, Wrocław, Poland
  • Faculty of Civil Engineering, Wrocław University of Science and Technology, Wyb. Wyspiańskiego 27, Wrocław, Poland
  • Faculty of Architecture, Wrocław University of Science and Technology, Wyb. Wyspiańskiego 27, Wrocław, Poland
  • Keller Polska Ltd. West Branch, Długosza 2-6, Wrocław, Poland
Bibliografia
  • [1] Bień J, Kamiński T, Rawa P. Emergency conditions of masonry embankments of the Odra river in Wrocław. In: Proc. 27th Scientific and Tecnical Conference Construction Failures. Międzyzdroje, Poland. 2015:143–50 (in Polish).
  • [2] Klin S, Idzikowski R. Structures of embankment protection of Odra river in Wrocław-outline of history, variety of solutions, needs of technical and science optimization of repairing and renovation technology, Infrastructure and ecology of rural areas. Pol Acad Sci. 2008;9:19–34 (in Polish).
  • [3] Gyurkovich J. Cologne-revitalization of the former port of Rheinauhafen, Technical Transactions-Architecture. 2011;3-A/2011(12):25–46 (in Polish).
  • [4] Djukić A, Marić J, Antonić B, Kovač V, Joković J, Dinkić N. The evaluation of urban renewal waterfront development: the case of the Sava river in Belgrade, Serbia. Sustainability. 2020;12:6620.
  • [5] Louekari M. Revitalizing New York’s East River waterfront. Archit Res Finl. 2018;2(1):165–79.
  • [6] Gronostajska B. Revitalization of Düsseldorf port waterfronts as new city brand. Building Review. 2013;3:49–53 (in Polish).
  • [7] Gronostajska B, Szefer I. Waterfronts in a modern city-selected designs. In: Modernity in architecture: integration, identification, innovation. Monograph. 2013;(3):77–88 (in Polish).
  • [8] Perri MT, Boaga J, Bersan S, Cassiani G, Cola S, Deiana R, Simonini P, Patti S. River embankment characterization: the joint use of geophysical and geotechnical techniques. J Appl Geophys. 2014;110:5–22.
  • [9] Godlewski T, Łukasik S, Kaczyński Ł, Chada K, Bogusz W. Geotechnical condidtions of river embankment construction failure, in: Proc. 26th Scientific and Technical Conference Construction Failures. Międzyzdroje, Poland. 2013:323–30 (in Polish).
  • [10] Hossain MB, Sakai T, Hossain MZ. River embankment and bank failure: a study on geotechnical characteristics and stability analysis. Am J Environ Sci. 2011;7(2):102–7.
  • [11] Kowalski K, Smoliński W. Modernization of the reloading quay as a result of an emergency and its further reconstruction in order to install other types of cranes. In: Proc. of 14th Interdisciplinary Symposium on prevention of failures and construction disaster. Świnoujście, Poland. 1993:1–9 (in Polish).
  • [12] Cheng YM, Lau CK. Slope stability analysis and stabilization. New methods and Insight. 2nd ed. Boca Raton: CRC Press; 2017.
  • [13] Cheng YM, Länsivaara T, Wei WB. Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods. Comput Geotech. 2007;34(3):137–50.
  • [14] Liu SY, Shao LT, Li HJ. Slope stability analysis using the limit equilibrium method and two finite element methods. Comput Geotech. 2015;63:291–8.
  • [15] Su Z, Shao L. A three-dimensional slope stability analysis method based on finite element method stress analysis. Eng Geol. 2021;280:105910.
  • [16] Wrana B, Pietrzak N. Slope stability estimation of the Kościuszko Mound in Cracow. Studia Geotech Mech. 2015;37(2):93–101.
  • [17] Krażelewski J. The reinforcement design of the slope in Trzęsacz.Studia Geotech Mech. 2005;XXVII(1–2):111–6.
  • [18] Batog A, Stilger-Szydło E. Stability of road earth structures in the complex and complicated ground conditions. Studia Geotech Mech. 2018;4(40):300–12.
  • [19] Abusharar SW, Han J. Two-dimensional deep-seated slope stability analysis of embankments over stone column-improved soft clay. Eng Geol. 2011;120(1–4):103–10.
  • [20] Haque D, Reza MI. Parametric analysis of slope stability for river embankment. J Adv Eng Comput. 2020;4(3):196–206.
  • [21] Gottardi G, Gragnano CG, Rocchi I, Bitelli M. Assessing river embankment stability under transient seepage conditions. Proc Eng. 2016;158:350–5.
  • [22] Fatema N, Ansary MH. Slope stability analysis of a Jamuna river embankment. J Civ Eng. 2014;42(1):119–36.
  • [23] Balawejder A, Chalfen M, Molski T, Surowiecki A. The stability of hydrotechnical embankments under various seepage conditions. Communications. 2007;1:67–70.
  • [24] Zaleski J. Odra river and construction failures in effect of floods. In: Proc. 25th Scientific and Technical Conference Construction Failures. Międzyzdroje, Poland. 2011:321–34 (in Polish).
  • [25] Parylak K, Witek K. Complexity of conditions of the causes of the disaster of the Odra reloading wharf. Acta Sci Pol Architect. 2018;17(3):91–101.
  • [26] Dmochowski G, Berkowski P. Structural failure of old reinforced concrete river wharf. In: Proc. 7th International Conference on Concrete Repair, Concrete Solutions, Cluj-Napoca, Romania. MATEC Web of Conferences. 2019;289 (10004).
  • [27] Archival documentation. Building Archive of the City of Wrocław.
  • [28] Walczak A, Szkudlarek A. Analysis of the forces acting on the mooring of barges at the quay at Michalczyka Str. in Wrocław on May 4, 2017. In: Dmochowski G. et al. Technical expertise of the reinforced concrete wharf of the Odra river at Michalczyka Str. in Wrocław due to structural failure. Idea Broker Ltd. 2017 (in Polish).
  • [29] Forces in the mooring lines. Polish Register of Shipping. https://www.prs.pl/r-d/prace-naukowo-badawcze-w-prs/sily-w-linach-cumowniczych (in Polish).
  • [30] Mitosek M. Fluid mechanics in engineering and environmental protection. Publishing House of the Warsaw University of Technology; 2007 (in Polish).
  • [31] Sobota J. Hydraulics and fluid mechanics. Publishing House of the Agricultural University in Wrocław; 2003 (in Polish).
Uwagi
PL
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-e6c6cd39-139a-4d38-ac06-b4667dfd023b
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