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<!DOCTYPE article SYSTEM "http://www.nat-hazards-earth-syst-sci.net/inc/nhess/copernicus.dtd">
<article language="en">
	<journal>
		<journal_title>Natural Hazards and Earth System Science</journal_title>
		<journal_url>www.nat-hazards-earth-syst-sci.net</journal_url>
		<issn>1561-8633</issn>
		<eissn>1684-9981</eissn>
		<volume_number>5</volume_number>
		<issue_number>2</issue_number>
		<publication_year>2005</publication_year>
	</journal>
	<doi>10.5194/nhess-5-285-2005</doi>
	<article_url>http://www.nat-hazards-earth-syst-sci.net/5/285/2005/</article_url>
	<abstract_html>http://www.nat-hazards-earth-syst-sci.net/5/285/2005/nhess-5-285-2005.html</abstract_html>
	<fulltext_pdf>http://www.nat-hazards-earth-syst-sci.net/5/285/2005/nhess-5-285-2005.pdf</fulltext_pdf>
	<start_page>285</start_page>
	<end_page>292</end_page>
	<publication_date>2005-03-18</publication_date>
	<article_title content_type="html">Preliminary assessment of rockslide and rockfall hazards using a DEM (Oppstadhornet, Norway)</article_title>
	<authors>
		<author numeration="1" affiliations="1">
			<name>M.-H. Derron</name>
		</author>
		<author numeration="2" affiliations="2">
			<name>M. Jaboyedoff</name>
		</author>
		<author numeration="3" affiliations="1">
			<name>L. H. Blikra</name>
		</author>
	</authors>
	<affiliations>
		<affiliation numeration="1" content_type="html">International Center for Geohazards, Geological Survey of Norway, Leiv Eirikssons vei 39, 7491 Trondheim, Norway</affiliation>
		<affiliation numeration="2" content_type="html">Quanterra, Tour-Grise 28, 1007 Lausanne, and Institut de Géomatique et d’Analyse des Risques, University of Lausanne, Switzerland</affiliation>
	</affiliations>
	<abstract content_type="html">The increasing availability and precision of digital elevation model (DEM)
helps in the assessment of landslide prone areas where only few data are
available. This approach is performed in 6 main steps which include: DEM
creation; identification of geomorphologic features; determination of the
main sets of discontinuities; mapping of the most likely dangerous
structures; preliminary rock-fall assessment; estimation of the large
instabilities volumes.

&lt;P  style=&quot;line-height: 20px;&quot;&gt;
The method is applied to two the cases studies in the Oppstadhornet mountain
(730m alt): (1) a 10 millions m&lt;sup&gt;3&lt;/sup&gt; slow-moving rockslide and (2) a
potential high-energy rock falling prone area. The orientations of the
foliation and of the major discontinuities have been determined directly
from the DEM. These results are in very good agreement with field
measurements. Spatial arrangements of discontinuities and foliation with the
topography revealed hazardous structures. Maps of potential occurrence of
these hazardous structures show highly probable sliding areas at the foot of
the main landslide and potential rock falls in the eastern part of the
mountain.</abstract>
	<references>
	</references>
</article>

