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2018 | 51 | 1 |

Article title

Potential landslide hazard in a zone of stabilised earthen embankments illustrated by Wysoka Górka in Chełm



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Plant cover is an important element in the management of earthen structures and slopes improving their aesthetic values and limiting their vulnerability to denudation processes. With regard to landslide hazards, an important aspect in the presence of plants is the effect of their root systems on the shear strength of the substrate and, consequently, on slope stability. The aim of the study was to determine the impact of the tree cover at the Wysoka Górka archaeological site on the stability of the earthen embankment on Góra Katedralna in Chełm (Lublin Province). These architectural elements originate from the times of Chełm’s glory in the fist half of the 13th century, when it became the capital of Halych-Volhynia Duchy and a residence of Prince Danylo Romanovych (Isaiecić 1999). The research involved identifiation of the geological structure of the embankment (surveying, measurement of the fitration coeffiient) and laboratory determination of the geotechnical parameters of the soil (particle size distribution and soil compressive strength measured in a triaxial compression apparatus). In the next stage of the study, stability was calculated with limit equilibrium methods in the GeoStudio program. Standard calculations of the embankment stability were performed and the stability coeffiient for the slope devoid of vegetation and the tree-covered slope were compared assuming zero suction pressure. The shear strength parameters of soil reinforced by plant roots were adopted following the recommendations specifid by Hubble et al. (2013). The authors performed a probabilistic analysis in order to determine the probability of critical values of the safety factor (






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01 - 04 - 2018




  • [1] Bischetti, G.B., Chiaradia, E.A., D’Agostino, V., Simonato, T., 2010. Quantifying the effect of brush layering on slope stability. Ecological Engineering, 36: 258–264.
  • [2] Böhm, W., 1979. Methods of Studying Root Systems. Springer-Verlag, Berlin–Heidelberg–New York.
  • [3] Buko, A., 2010. The fist early urban centers in Little Poland and the policy of the first Piast dynasty. Acta Praehistorica et Archaeologica, 42: 51–70.
  • [4] Buko, A., Dobrowolski, R., Dzieńkowski, T., Gołub, S., Petryk, V., Rodzińska-Chorąży, T., 2014. A palatium or a residential complex? Recent research into the northern part of Góra Katedralna (Wysoka Górka) in Chełm (in Polish). Sprawozdania Archeologiczne. 66: 101–154.
  • [5] Chałubińska, A., Wilgat, T., 1954. Physiographic division of the Lublin province. Guidebook of the 5th Poland Congress of the Polish Geographical Society, Lublin, 3–45.
  • [6] Fredlund D.G., Rahardjo, H., Gan, J.K.M., 1978. The shear strength of unsaturated soils. Canadian Geotechnical Journal 15: 313–321.
  • [7] Hormdee, D., Kaikeerati, N., Angsuwotai, P., 2012. Evaluation on the results of Multistage Shear Test. Journal of GEOMATE, 2(1), 140–143.
  • [8] Hubble, T.C.T., Airey, D.W., Sealey, H.K., De Carli, E.V., Clarke, S.L., 2013. A little cohesion goes a long way: Estimating appropriate values of additional root cohesion for evaluating slope stability in the Eastern Australian highlands. Ecological Engineering, 61P: 621–632.
  • [9] Isaiecić, J., 1999. Galicko-Valin’ska State, Lviv.
  • [10] Kokutse, N.K., Temgoua, A.G.T., Kavazović, Z. 2016. Slope stability and vegetation: Conceptual and numerical investigation of mechanical effects. Ecological Engineering, 86: 146–153.
  • [11] Pawlak, W. 2014 The writings of Jakub Susza. A page from the history of Uniate literature in the Polish-Lithuanian Commonwealth in the 17th century (in Polish). Tematy i Konteksty, 4(9): 191–202.
  • [12] Ruszkowska, U., 2000. Was Chełm Hill a place of pagan worship? (in Polish). Eastern Review, 4: 405–410.
  • [13] Simon, A., Collison, A.J.C., 2002. Quantifying the mechanical and hydrologic effects of riparian vegetation on streambank stability. Earth Surface Processes and Landforms, 27: 527–546.
  • [14] Sonnenberg, R., Bransby, M.F., Hallett, P.D., Bengough, A.G., Mickovski, S.B., Davies, M.C.R., 2010. Centrifuge modelling of soil slopes reinforced with vegetation. canadian Geotechnical Journal 47: 1415–1430.
  • [15] Trojnar, K., 2009. How to eliminate landslides on the road embankments? – part 1 (in Polish). Nowoczesne Budownictwo Inżynieryjne, 5(26): 66–68; How to eliminate landslide on the road embankments? – part 2 (in Polish). Nowoczesne Budownictwo Inżynieryjne, 6(27): 66–69.
  • [16] U.S. Army corps of engineers, 1999. Engineering and Design: Risk-Based Analysis in Geotechnical Engineering for Support of Planning Studies, Rep. No. 20314-1000, Dep. of Army, Washington, D.C.

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