2008
DOI: 10.1007/s00254-008-1236-x
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Slope instability mechanisms in dipping conglomerates over weathered marls: Bol landslide, Croatia

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Cited by 20 publications
(8 citation statements)
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“…Preglednica 3: Spro{~anje fli{nih kamnin in umikanje pobo~ja (povpre~no na teden in skupaj; *specifi~na masa fli{a 2300 kg/m 3 (Mi{~evi}, [tevani} in [tambuk-Cvitanovi} 2009) Glej angle{ki del prispevka. Glej angle{ki del prispevka.…”
Section: Metodologija Meritevunclassified
See 1 more Smart Citation
“…Preglednica 3: Spro{~anje fli{nih kamnin in umikanje pobo~ja (povpre~no na teden in skupaj; *specifi~na masa fli{a 2300 kg/m 3 (Mi{~evi}, [tevani} in [tambuk-Cvitanovi} 2009) Glej angle{ki del prispevka. Glej angle{ki del prispevka.…”
Section: Metodologija Meritevunclassified
“…We used Figure 8 with a black circle. Table 3: Sediment production from steep bare flysch slopes and rockwall retreat (average per week and total; *bulk density of flysch 2,300 kg/m 3 (Mi{~evi}, [tevani}, and [tambuk-Cvitanovi} 2009), **bulk density of flysch 1,712.04 kg/m 3 (our measurements; similar also Petkov{ek, Klop~i~, and Majes 2008) the latter to calculate the determination multiple linear correlation coefficient (R 2 ) as well. For our variables the proportion of explained variance for the average of erosion plots lies between 0.7697 (n = 63; p < 0.0000; R = 0.8773) or 76.97% and 0.7982 (n = 42; p < 0.0586; R = 0.8934) or 79.82%.…”
Section: Correlation With Weather Conditionsmentioning
confidence: 99%
“…The decrease in durability of the flysch rock mass is responsible for slope stability problems due to the rapid disintegration and loss of shear strength. Eberhardt et al [35] and Miščević et al [36] used numerical analyses to demonstrate that landslides occur through beds of weathered marls due to the degradation of shear strength as a result of weathering and saturation of the rock mass by heavy precipitation. Vivoda Prodan et al [30] determined changes in the residual shear strength due to weathering based on tests using ring shear and direct shear devices.…”
Section: Geotechnical Properties Of Siltstonesmentioning
confidence: 99%
“…Based on data presented in previous sections, it can be concluded that the stability of slopes cut in marl should not be considered only from the standpoint material strength of material immediately after the excavation, nor only from the aspect of position of bedding joints and other joints with respect to the cut slope position [18,19,20]. The analysis should include the factor of time in which the strength of this material will be reduced with weathering, and the factor of weathering depth should also be taken into account.…”
Section: Stability Of Slopes In Marlmentioning
confidence: 99%