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  1. Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur
  2. Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 71
  3. Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 71, Issue 2, May 2012
  4. GIS-based kinematic slope instability and slope mass rating (SMR) maps: application to a railway route in Sivas (Turkey)
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Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 76
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 75
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 74
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 73
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 72
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 71
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 71, Issue 4, November 2012
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 71, Issue 3, August 2012
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 71, Issue 2, May 2012
Water seepage beneath dams on soluble evaporite deposits: a laboratory and field study (Caspe Dam, Spain)
Evaluating groutability at the Kamal-Saleh Dam based on Lugeon tests
Assessment of permeability and injection depth at the Atasu dam site (Turkey) based on experimental and numerical analyses
Experimental studies in wave propagation across a jointed rock mass
Insights into the reliability of different thermal conductivity measurement techniques: a thermo-geological study in Mære (Norway)
Hard rock aggregate inventories at the Geological Survey of Finland (GTK)—their use in land-use planning and aggregate accounting
Sustainable management of aggregate resources in Norway
Characteristics and the environmental acceptability of the natural stone quarrying waste rocks
Comparison of the static and dynamic elastic modulus in carbonate rocks
Experimental and numerical analysis of indirect and direct tensile strength using fracture mechanics concepts
Characteristics and mechanism of deep weathering of argillaceous limestones at Fengjie County, Three Gorges Region, Central China
Damage to mountain tunnels related to the Wenchuan earthquake and some suggestions for aseismic tunnel construction
Quantitative analysis of the microstructure of Shanghai muddy clay before and after freezing
A simplified method to predict creep behavior of the Yangtze River Sand
Liquefaction potential and post-liquefaction settlement evaluations of the Chuoshui River Alluvial Fan in Taiwan
Predictions of coefficient of consolidation from CPTU dissipation tests in Quaternary clays
GIS-based kinematic slope instability and slope mass rating (SMR) maps: application to a railway route in Sivas (Turkey)
Computational fluid dynamics modeling of post-liquefaction soil flow using the volume of fluid method
Comparison of stresses obtained from Acoustic Emission and Compact Conical-Ended Borehole Overcoring techniques and an evaluation of the Kaiser Effect level
Effect of fly ash and polypropylene fibres content on the soft soils
Influence of ethanol/water mixture on the undrained shear strength of pure clays
Discussion on article “Surface subsidence induced by twin subway tunneling in soft ground conditions in Istanbul” by Yılmaz Mahmutoğlu, Bulletin of Engineering Geology and the Environment, 2011 70(1):115–131
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 71, Issue 1, February 2012
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 70
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 69
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 68
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 67
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 66
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 65
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 64
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 63
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 62
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 61
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 60
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 59
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 58
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 57
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 55

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GIS-based kinematic slope instability and slope mass rating (SMR) maps: application to a railway route in Sivas (Turkey)

Content Provider Springer Nature Link
Author Yilmaz, Işık Marschalko, Marian Yildirim, Mustafa Dereli, Emek Bednarik, Martin
Copyright Year 2011
Abstract 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.L’article considère l’utilisation de cartes présentant les conditions cinématiques de rupture de pente et un indice SMR de pente, dans un système d’information géographique, cartes établies à partir d’études de terrain comparant les attitudes respectives des pentes et des joints dans une masse rocheuse. Les résultats montrent que des ruptures planes et des ruptures de dièdres sont possibles en plusieurs endroits le long de la voie ferrée étudiée. La procédure est utile pour une première évaluation de la stabilité des pentes, mais il est recommandé que les cartes donnant les conditions cinématiques de rupture de pente et l’indice SMR de pente, dans un SIG, soient utilisées conjointement avec des modèles plus sophistiqués de stabilité des pentes prenant en compte les résistances des matériaux, les pressions hydrostatiques, les forces d’écoulement, les forces motrices, les forces résistantes, etc.
Starting Page 351
Ending Page 357
Page Count 7
File Format PDF
ISSN 14359529
Journal Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur
Volume Number 71
Issue Number 2
e-ISSN 14359537
Language English
Publisher Springer-Verlag
Publisher Date 2011-06-28
Publisher Place Berlin, Heidelberg
Access Restriction One Nation One Subscription (ONOS)
Subject Keyword Masse rocheuse Analyse cinématique Indice de pente (SMR) Discontinuité Stabilité de pente SIG Nature Conservation Geoengineering, Foundations, Hydraulics Geoecology/Natural Processes Geotechnical Engineering & Applied Earth Sciences
Content Type Text
Resource Type Article
Subject Geology Geotechnical Engineering and Engineering Geology
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