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Statements

Subject Item
n2:RIV%2F61989100%3A27350%2F12%3A86082839%21RIV13-MSM-27350___
rdf:type
skos:Concept n4:Vysledek
dcterms:description
The paper discusses the use of kinematic stability and slope mass rating (SMR) maps in GIS based on field studies recording the relationships between the bedding/joint geometry relative to the orientation of the free face. The results indicated the potential for both planar and wedge type failures in many locations along a railway route. Whilst the results showed the procedure to be a useful first assessment of slope stability, it is recommended that the construction of the maps by kinematic slope stability and SMR analysis within the GIS medium should be used in conjunction with more sophisticated slope stability models taking into account of the material strengths, hydrostatic pressures, seepage forces, active forces, passive forces, etc. The paper discusses the use of kinematic stability and slope mass rating (SMR) maps in GIS based on field studies recording the relationships between the bedding/joint geometry relative to the orientation of the free face. The results indicated the potential for both planar and wedge type failures in many locations along a railway route. Whilst the results showed the procedure to be a useful first assessment of slope stability, it is recommended that the construction of the maps by kinematic slope stability and SMR analysis within the GIS medium should be used in conjunction with more sophisticated slope stability models taking into account of the material strengths, hydrostatic pressures, seepage forces, active forces, passive forces, etc.
dcterms:title
GIS-based kinematic slope instability and slope mass rating (SMR) maps: application to a railway route in Sivas (Turkey) GIS-based kinematic slope instability and slope mass rating (SMR) maps: application to a railway route in Sivas (Turkey)
skos:prefLabel
GIS-based kinematic slope instability and slope mass rating (SMR) maps: application to a railway route in Sivas (Turkey) GIS-based kinematic slope instability and slope mass rating (SMR) maps: application to a railway route in Sivas (Turkey)
skos:notation
RIV/61989100:27350/12:86082839!RIV13-MSM-27350___
n4:predkladatel
n5:orjk%3A27350
n6:aktivita
n10:V
n6:aktivity
V
n6:cisloPeriodika
MAY 2012
n6:dodaniDat
n12:2013
n6:domaciTvurceVysledku
n18:3411133
n6:druhVysledku
n17:J
n6:duvernostUdaju
n9:S
n6:entitaPredkladatele
n19:predkladatel
n6:idSjednocenehoVysledku
138168
n6:idVysledku
RIV/61989100:27350/12:86082839
n6:jazykVysledku
n16:eng
n6:klicovaSlova
GIS; Slope stability; Discontinuity; Slope mass rating (SMR); Kinematic analysis; Rock mass
n6:klicoveSlovo
n7:Rock%20mass n7:Discontinuity n7:Slope%20mass%20rating%20%28SMR%29 n7:Slope%20stability n7:Kinematic%20analysis n7:GIS
n6:kodStatuVydavatele
DE - Spolková republika Německo
n6:kontrolniKodProRIV
[AB3054D1EB70]
n6:nazevZdroje
Bulletin of Engineering Geology and the Environment
n6:obor
n8:DB
n6:pocetDomacichTvurcuVysledku
1
n6:pocetTvurcuVysledku
5
n6:rokUplatneniVysledku
n12:2012
n6:svazekPeriodika
71
n6:tvurceVysledku
Marschalko, Marian Bednárik, Martin Dereli, Emek Yildirim, Mustafa Yilmaz, Isik
s:issn
1435-9529
s:numberOfPages
7
n15:doi
10.1007/s10064-011-0384-5
n14:organizacniJednotka
27350