Influence of geotechnical conditions on damage states of Gdansk Bay Coast cliff formations

• Autorzy: Mieloszyk E. , Wyroślak M.

Identyfikatory

DOI

10.2478/pomr-2018-0105

• Języki publikacji: EN

Abstrakty

EN

A geotechnical aspect of destruction processes of seashores was identified based on the case of erosion of Gdansk Bay Coast cliff formations. Causative factors of landslide were described in the context of natural phenomena, land development and its anthropogenic transformations. Possible directions of theoretical analysis of changes in groundwater relations were indicated.

Słowa kluczowe

EN

coastal cliff; escarpment stability; underground water flow

• Wydawca: Gdańsk University of Technology, Faculty of Ocean Engineering & Ship Technology
• Czasopismo: Polish Maritime Research
• Rocznik: 2018
• Tom: nr 3
• Strony: 137--142
• Opis fizyczny: Bibliogr. 12 poz., rys.

Twórcy

autor

Mieloszyk E.

• Gdansk University of Technology Faculty of Civil and Environmental Engineering, Department of Rail Transportation and Bridges Poland

autor

Wyroślak M.

• Gdansk University of Technology Faculty of Civil and Environmental Engineering, Department of Geotechnics Geology and Marine Civil Engineering Poland

Bibliografia

• 1. Bird E.: Encyclopedia of the World’s Coastal Landforms. Springer Science & Business Media 2010.
• 2. Bolton Seed H.: Design problems in Soil Liquefaction. Journal of Geotechnical Engineering Vol. 113, Issue 8, 1987.
• 3. Fread D. L.: Flood routing. In: Handbook Hydrology, edited by D. Maidment, Chapter 10. McGraw-Hill, New York 1993.
• 4. Komar P.D.: Wave erosion of a massive artificial coastal landslide. Earth Surface Processes and Landforms 1998.
• 5. Lee E., Meadowcroft I., Hall J., Walkden M.: Coastal landslide activity: a probabilistic simulation model. Bulletin of Engineering Geology and the Environment, Vol. 61, Issue 4, pp. 347–355, 2002.
• 6. Mieloszyk E.: Application of non-classical operational calculus to solving some boundary value problem. Integral Transforms and Special Functions. Vol 9, No 4. 2000.
• 7. Mieloszyk E.: Non-classical operational calculus in application to generalized dynamical systems. Polish Academy of Sciences. Scientific Publishers, Gdansk. 2008.
• 8. Milewska A.: A solution of non-linear differential problem with application to selected geotechnical problems. Archives of Civil Engineering, LVIII, 2011.
• 9. Ossowski R.: Environmental Aspects of Coastal Earth Structures Made of Soil-Ash Composites. Polish Maritime Research. Vol. 24, No S1 (93), 2017, pp. 166–173.
• 10. State Geological Institute: Database of geological engineering data together with geological engineering atlas for the Threecity agglomeration Gdańsk-Sopot-Gdynia (in Polish). Publ. Państwowy Instytut Geologiczny (State Geological Institute) – Państwowy Instytut Badawczy (State Research Institute), November 2007.
• 11. Sikora Z., Subotowicz W., Wyroślak M., Ossowski R.: Failure States of Coastal Cliff in Jastrzębia Góra. 27th Scientific Technical Conference on Building Damages. Międzyzdroje 2015.
• 12. Ziemer R. R.: Root and the stability of forested slopes. I.A.H.S. Publ. No. 132, 1981.

Uwagi

PL

Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2019).