[[1] Ozbay, A., Cabalar, A.F., FEM and LEM stability analyses of the fatal landslides at Çöllolar open-cast lignite mine in Elbistan, Turkey. “Landslides”, 12/2015, 155–163.10.1007/s10346-014-0537-2]Search in Google Scholar
[[2] Truty A., Urbański A., Grodecki M., Podleś K., Computer aided models of landslides and their protection problems, “Scientific-Technical Papers of Communication Engineers and Technicians of the Republic of Poland” in Krakow, No. 88, issue 88 (144)/2009, 395–419.]Search in Google Scholar
[[3] Van Genuchten M.Th., A closed form equation for predicting the hydraulic conductivity of unsaturated soils. “Soil Science Society of America Journal”, 44/1980, 892–898.10.2136/sssaj1980.03615995004400050002x]Search in Google Scholar
[[4] Urbański A., Grodecki M., Kot A., Numerical simulations in analysis of anti-flood ambankments,”Journal of Civil Engineering, Environment and Architecture”, 2016.]Search in Google Scholar
[[5] Urbański A, Grodecki M., FE Approach to coupled transient flow and stability analysis of anti-flood ambankments “3-rd Int. Conference on Advances of Computer Methods in Geotechnical and Geo-environmental Engineering”, Moscow 2000.]Search in Google Scholar
[[6] Wilk B.K., Urbański A., The impact of the shape of screen openings on groundwater flow to a deep drilled well, “Technical Transactions” 11/2018, to appear.10.4467/2353737XCT.18.169.9425]Search in Google Scholar
[[7] Zheng Y., Tang X., Zhao S., Deng C., Lei W.3., Strength reduction and step-loading finite element approaches in geotechnical engineering. “Journal of Rock Mechanics and Geotechnical Engineering”, 1(1)/2009, 21–30.10.3724/SP.J.1235.2009.00021]Search in Google Scholar
[[8] Zimmemann Th., Truty A., Urbański A., Podleś K., Z_Soil.PC 2003 manual. Theory. Elmepress international & Zace Services ltd., Lausanne, Switzerland 2005.]Search in Google Scholar
