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

被引：29
作者：
Yilmaz, Isik [1 ]
Marschalko, Marian [2 ]
Yildirim, Mustafa [1 ]
Dereli, Emek [1 ]
Bednarik, Martin [3 ]
机构：
[1] Cumhuriyet Univ, Fac Engn, Dept Geol Engn, TR-58140 Sivas, Turkey
[2] Tech Univ Ostrava, Inst Geol Engn, Fac Min & Geol, VSB, Ostrava 70833, Czech Republic
[3] Comenius Univ, Fac Nat Sci, Dept Engn Geol, Bratislava 84215, Slovakia
来源：
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT | 2012年 / 71卷 / 02期
关键词：
Rock mass; Kinematic analysis; Slope mass rating (SMR); Discontinuity; Slope stability; GIS; ARTIFICIAL NEURAL-NETWORKS; CONDITIONAL-PROBABILITY; SPATIAL-DISTRIBUTION; SUSCEPTIBILITY; HAZARD; KOYULHISAR; SOFTWARE; YALOVA; MODELS; BASIN;
D O I：
10.1007/s10064-011-0384-5
中图分类号：
X [环境科学、安全科学];
学科分类号：
08 ; 0830 ;
摘要：
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.
引用
收藏
页码：351 / 357
页数：7
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