首页 | 本学科首页   官方微博 | 高级检索  
     检索      


Rock slope instability assessment using spatially distributed structural orientation data in Darjeeling Himalaya (India)
Authors:Saibal Ghosh  Andreas Günther  Emmanuel John M Carranza  Cees J van Westen  Victor G Jetten
Institution:1. Department of Earth System Analysis, Faculty of Geo‐Information Science and Earth Observation (ITC), University of Twente, Enschede, The Netherlands;2. Engineering Geology Division, Geological Survey of India, Eastern Region, Kolkata, India;3. Federal Institute for Geosciences and Natural Resources (BGR), Hanover, Germany
Abstract:We discuss a geographic information system (GIS)‐based methodology for rock slope instability assessment based on geometrical relationships between topographic slopes and structural discontinuities in rocks. The methodology involves (a) regionalization of point observations of orientations (azimuth and dip) of structural discontinuities in rocks in order to generate a digital structural model (DStM), (b) testing the kinematical possibility of specific modes of rock slope failures by integrating DStMs and digital elevation model (DEM)‐derived slope and aspect data and (c) computation of stability scenarios with respect to identified rock slope failure modes. We tested the methodology in an area of 90 km2 in Darjeeling Himalaya (India) and in a small portion (9 km2) within this area with higher density of field structural orientation data. The results of the study show better classification of rock slope instability in the smaller area with respect to known occurrences of deep‐seated rockslides than with respect to shallow translational rockslides, implying that structural control is more important for deep‐seated rockslides than for shallow translational rockslides. Results of scenario‐based analysis show that, in rock slopes classified to be unstable, stress‐induced rock slope instability tends to increase with increasing level of water saturation. The study demonstrates the usefulness of spatially distributed data of orientations of structural discontinuities in rocks for medium‐ to small‐scale classification of rock slope instability in mountainous terrains. Copyright © 2010 John Wiley & Sons, Ltd.
Keywords:rock failure modes  digital structural model  discontinuity orientation  DEM  GIS  Darjeeling (India)
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号