Rockfall hazard mapping along a mountainous road in Switzerland using a GIS-based parameter rating approach

被引:66
作者
Baillifard, F. [1 ,2 ]
Jaboyedoff, M. [1 ,3 ]
Sartori, M. [1 ,4 ]
机构
[1] CREALP Res Ctr Alpine Environm, Ind 45, CH-1951 Sion, Switzerland
[2] Univ Lausanne, Inst Geol & Paleontol, CH-1015 Lausanne, Switzerland
[3] Quanterra, CH-1007 Lausanne, Switzerland
[4] Univ Geneva, Dept Geol & Paleontol, CH-1211 Geneva 4, Switzerland
基金
瑞士国家科学基金会;
关键词
D O I
10.5194/nhess-3-435-2003
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
A posteriori studies of rock slope instabilities generally show that rockfalls do not occur at random locations: the failure zone can be classified as sensitive from geomorphological evidence. Zones susceptible to failure can therefore be detected. Effects resulting from degrading and triggering factors, such as groundwater circulation and freeze and thaw cycles, must then be assessed in order to evaluate the probability of failure. A simple method to detect rock slope instabilities was tested in a study involving a 2000 m(3) rockfall that obstructed a mountainous road near Sion (Switzerland) on 9 January 2001. In order to locate areas from which a rockfall might originate, areas were assessed with respect to the presence or absence of five criteria: (1) a fault, (2) a scree slope within a short distance, (3) a rocky cliff, (4) a steep slope, and (5) a road. These criteria were integrated into a Geographic Information System (GIS) using existing topographic, geomorphological, and geological vector and raster digital data. The proposed model yields a rating from 0 to 5, and gives a relative hazard map. Areas yielding a high relative hazard have to meet two additional criteria if they are to be considered as locations from which a rockfall might originate: (1) the local structural pattern has to be unfavourable, and (2) the morphology has to be susceptible to the effects of degrading and triggering factors. The rockfall of 9 January 2001, has a score of 5. Applied to the entire length of the road (4 km), the present method reveals two additional areas with a high relative hazard, and allows the detection of the main instabilities of the site.
引用
收藏
页码:435 / 442
页数:8
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