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Probabilistic prognosis of cliffslide along baltic sea coast in Poland

Identyfikatory
Warianty tytułu
PL
Probabilistyczna prognoza dla osuwisk klifu wzdłuż brzegu Bałtyku w Polsce
Konferencja
XII Kolokwium Francusko-Polskie ze Stosowanej Mechaniki Gruntów i Skał. 03-04.07.2000 r. Paryż
Języki publikacji
EN
Abstrakty
EN
In recent years, an increasing activity of sliding process in many parts of Polish cliff coast has been observed. It has created a serious danger for all structures located nearby. In order to explain the mechanisms governing sliding process as well as to elaborate calculation stability methods appropriate for these mechanisms, comprehensive investigations have been undertaken. Slope stability is usually analysed by means of deterministic approach. However, such methods are insufficient for determination of stability of cliffs and dangerous zones along the cliff coastline. In the paper, a probabilistic method of cliff sliding prognosis is presented. In the method proposed, soil strength parameters are assumed to be random values. Abrasive activity of a sea is simulated by changes of cliff profile. Numerical calculations based on the method allow verification of cliff stability and evaluation of the range of failure zone in the inland part of cliff.
Wydawca
Rocznik
Strony
135--144
Opis fizyczny
Bibliogr. 13 poz., wykr., rys.
Twórcy
  • Faculty of Hydro- and Environmental Engineering, Technical University of Gdańsk, Poland, ul. Narutowicza 11/12, 80-952 Gdańsk
autor
  • Faculty of Hydro- and Environmental Engineering, Technical University of Gdańsk, Poland, ul. Narutowicza 11/12, 80-952 Gdańsk
Bibliografia
  • [1] Alonso E.E., Risk analysis of slopes and its application to slopes in Canadian sensitive clays, Geotechnique, 1976, 26, No. 3.
  • [2] Baker M.I., Horne M. et al., Rationalization of safety and serviceability factors in structural codes, Technical Report 63 of the Construction Industry Research and Information Association, 1977.
  • [3] Brzozowski T., Exemplary compulations of cliff stability using quasi-probabilistic method, Proc. IX Young Geotechnical Engineer's Conference, Ghent, 1995, Belgium.
  • [4] Harr M.E., Mechanics of particulate media - a probabilistic approach, McGraw- Hill, N. Y., 1977.
  • [5] Matsuo M., Asaoka A., A statistical study on conventional „safety factor method", Soil and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 1976, Vol. 16, No. 1.
  • [6] Meyerhof G.G., Safety factors in soil mechanics, Can. Geotech. J., 1970, Vol. 7, No. 4, 349-355.
  • [7] Schultze E., Slope stability and the bearing capacity of shallow foundations on slopes, Proc. ICASP-3, Sydney, 1979.
  • [8] Subotowicz W., Litodynamika brzegów klifowych wybrzeża Polski, (in Polish) Ossolineum, 1982.
  • [9] Tejchman A., Gwizdała K., Brzozowski T., Quasi-probabilistic method of slope stability analysis, Proc. of the Vllth Int. Symp. on Landslides, Trondheim, Balkema, 1996, 1381-1385.
  • [10] Tejchman A., Gwizdała K., Świdziński W., Brzozowski T., Krasiński A., In situ investigations for stability analysis of cliffs, Proc. XI European Conf. on Soil Mechanics and Found. Eng., Copenhagen, 1995, Vol. 3, 257-262.
  • [11] Tobutt D.C., Richards E.A., The reliability of earth slopes, Int. Journ. for Numerical and Analytical Methods in Geomechanics, 1979, Vol. 3.
  • [12] Wilde P., Dyskretyzacja pól losowych w obliczeniach inżynierskich, (in Polish) PWN Warszawa- Poznań, 1981.
  • [13] Wu T.H., Kraft L.M., Safety analysis of slopes, Journal of the Soil Mechanics and Foundations Division, ASCE, 1970, Vol. 96, No. SM2.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BAR2-0004-0021
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