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<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>7</volume_number>
		<issue_number>1</issue_number>
		<publication_year>2007</publication_year>
	</journal>
	<doi>10.5194/nhess-7-1-2007</doi>
	<article_url>http://www.nat-hazards-earth-syst-sci.net/7/1/2007/</article_url>
	<abstract_html>http://www.nat-hazards-earth-syst-sci.net/7/1/2007/nhess-7-1-2007.html</abstract_html>
	<fulltext_pdf>http://www.nat-hazards-earth-syst-sci.net/7/1/2007/nhess-7-1-2007.pdf</fulltext_pdf>
	<start_page>1</start_page>
	<end_page>14</end_page>
	<publication_date>2007-01-10</publication_date>
	<article_title content_type="html">Influence of tectonic folding on rockfall susceptibility, American Fork Canyon, Utah, USA</article_title>
	<authors>
		<author numeration="1" affiliations="1">
			<name>J. A. Coe</name>
			<email>jcoe@usgs.gov</email>
		</author>
		<author numeration="2" affiliations="1">
			<name>E. L. Harp</name>
		</author>
	</authors>
	<affiliations>
		<affiliation numeration="1" content_type="html">U.S. Geological Survey, Denver Federal Center, MS 966, Denver, CO, 80225, USA</affiliation>
	</affiliations>
	<abstract content_type="html">We examine rockfall susceptibility of folded strata in
the Sevier fold-thrust belt exposed in American Fork Canyon in north-central
Utah. Large-scale geologic mapping, talus production data, rock-mass-quality
measurements, and historical rockfall data indicate that rockfall
susceptibility is correlated with limb dip and curvature of the folded,
cliff-forming Mississippian limestones. On fold limbs, rockfall
susceptibility increases as dip increases. This relation is controlled by
several factors, including an increase in adverse dip conditions and
apertures of discontinuities, and shearing by flexural slip during folding
that has reduced the friction angles of discontinuities by smoothing surface
asperities. Susceptibility is greater in fold hinge zones than on adjacent
limbs primarily because there are greater numbers of discontinuities in
hinge zones. We speculate that susceptibility increases in hinge zones as
fold curvature becomes tighter.</abstract>
	<references>
		<reference numeration="1" content_type="text"> Allison, R. J. and Kimber, O. G.: Modelling failure mechanisms to explain rock slope change along the Isle of Purbeck coast, UK, Earth Surface Processes and Landforms, 23, 731&amp;ndash;750, 1998. </reference>
		<reference numeration="2" content_type="text"> Armstrong, R. L.: Sevier orogenic belt in Nevada and Utah, Geol. Soc. Amer. Bull., 79, 429&amp;ndash;458, 1968. </reference>
		<reference numeration="3" content_type="text"> Baker, A. A. and Crittenden Jr., M. D.: Geology of the Timpanogos Cave quadrangle, Utah, U.S. Geological Survey Geologic Quadrangle GQ-132, 1:24 000-scale, 1961. </reference>
		<reference numeration="4" content_type="text"> Barton, N., Lien, R., and Lunde, J.: Engineering classification of rock masses for the design of tunnel support, Norwegian Geotechnical Institute, Oslo, Norway, 1974. </reference>
		<reference numeration="5" content_type="text"> Bates, R. L. and Jackson, J. A.: Glossary of Geology (3rd edition), American Geological Institute, Alexandria Virginia, 1987. </reference>
		<reference numeration="6" content_type="text"> Bergbauer, S. and Pollard, D. D.: A new conceptual fold-fracture model including prefolding joints, based on the Emigrant Gap anticline, Wyoming, Geol. Soc. Amer. Bull., 116, 294&amp;ndash;307, 2004. </reference>
		<reference numeration="7" content_type="text"> Coe, J. A., Harp, E. L., Tarr, A. C., and Michael, J. A.: Rock-fall hazard assessment of Little Mill campground, American Fork Canyon, Uinta National Forest, Utah, U.S. Geological Survey Open-File Report 2005-1229, Reston, Virginia, http://pubs.usgs.gov/of/2005/1229/, 2005. </reference>
		<reference numeration="8" content_type="text"> Cooke, M. L.: Predicting fracture localization in folded strata from mechanical stratigraphy and fold shape: case study of East Kaibab Monocline, Utah, Int. J. Rock Mechanics and Mining Sci., 34, 351, 1997. </reference>
		<reference numeration="9" content_type="text"> Cooke, M. L., Mollema, P. N., Pollard, D. D., and Aydin, A.: Interlayer slip and joint localization in the East Kaibab Monocline, Utah: field evidence and results from numerical modeling, in: Forced Folds and Fractures, edited by: Cosgrove, J. W. and Ameen, M. S., The Geological Society of London, 23&amp;ndash;49, 2000. </reference>
		<reference numeration="10" content_type="text"> Deere, D. U. and Deere, D. W.: Rock Quality Designation (RQD) after twenty years, Contract Report GL-89-1, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Mississippi, 1989. </reference>
		<reference numeration="11" content_type="text"> Ehlers, T. A., Willet, S. D., Armstrong, P. A., and Chapman, D. S.: Exhumation of the central Wasatch Mountains, Utah: 2. Thermokinematic model of exhumation, erosion, and thermochronometer interpretation, J. Geophys. Res., 108(B3), 2173, doi:10.1029/2001JB001723, 2003. </reference>
		<reference numeration="12" content_type="text"> Fleuty, M. J.: The description of folds, Geol. Assoc. Proc., 75, 461&amp;ndash;492, 1964. </reference>
		<reference numeration="13" content_type="text"> Freeze, R. A. and Cherry, J. A.: Groundwater, Prentice-Hall, Inc., Englewood Cliffs, New Jersey, 1979. </reference>
		<reference numeration="14" content_type="text"> Hales, T. C. and Roering, J. J.: Climate-controlled variations in scree production, Southern Alps, New Zealand, Geology, 33, 701&amp;ndash;704, 2005. </reference>
		<reference numeration="15" content_type="text"> Hantz, D., Vengeon, J. M., and Dussauge-Peisser, C.: An historical, geomechanical and probabilistic approach to rock-fall hazard assessment, Nat. Hazards Earth Syst. Sci., 3, 693&amp;ndash;701, 2003. </reference>
		<reference numeration="16" content_type="text"> Harp, E. L. and Noble, M. A.: An engineering rock classification to evaluate seismic rock-fall susceptibility and its application to the Wasatch Front, Bull. Assoc. Eng. Geologists, 30, 293&amp;ndash;319, 1993. </reference>
		<reference numeration="17" content_type="text"> Harp, E. L. and Jibson, R. W.: Anomalous concentrations of seismically triggered rock falls in Pacoima Canyon: are they caused by highly susceptible slopes or local amplification of seismic shaking, Bull. Seismological Soc. Amer., 92, 3180&amp;ndash;3189, 2002. </reference>
		<reference numeration="18" content_type="text"> Hencher, S. R.: The implications of joints and structures for slope stability, in: Slope Stability &amp;ndash; geotechnical engineering and geomorphology, edited by: Anderson, M. G. and Richard, K. S., John Wiley and Sons, Chichester, 145&amp;ndash;186, 1987. </reference>
		<reference numeration="19" content_type="text"> Hennings, P. H., Olson, J. E., and Thompson, L. B.: Combining outcrop data and three-dimensional structural models to characterize fractured reservoirs, an example from Wyoming, Amer. Assoc. Petroleum Geologists Bull., 84, 830&amp;ndash;849, 2000. </reference>
		<reference numeration="20" content_type="text"> Hutchinson, J. N.: General report: Morphological and geotechnical parameters of landslides in relation to geology and hydrology: in: Landslides &amp;ndash; Proceedings of the Fifth International Symposium on Landslides, edited by: Bonnard, C., Balkema, Rotterdam, 1, 3&amp;ndash;35, 1988. </reference>
		<reference numeration="21" content_type="text"> Hutchinson, J. N.: Landslide hazard assessment, in: Landslides &amp;ndash; Proceedings of the Sixth International Symposium on Landslides, edited by: Bell, D. H., Balkema, Rotterdam, 3, 1805&amp;ndash;1841, 1992. </reference>
		<reference numeration="22" content_type="text"> Jaboyedoff, M., Baillifard, F., Bardou, E., and Girod, F.: The effect of weathering on alpine rock instability, Quart. J. Eng. Geol. Hydrogeol., 37, 95&amp;ndash;103, 2004. </reference>
		<reference numeration="23" content_type="text"> Lisle, R. J.: Detection of zones of abnormal strains in structures using Gaussian curvature analysis, Amer. Assoc. Petroleum Geologist Bull., 78, 1811&amp;ndash;1819, 1994. </reference>
		<reference numeration="24" content_type="text"> Mann, H. B. and Whitney, D. R.: On a test of whether one of 2 random variables is stochastically larger than the other, Ann. Math. Statist., 18, 50&amp;ndash;60, 1947. </reference>
		<reference numeration="25" content_type="text"> McNeil, B. E., Jasper, J. D., Luchsinger, D. A., and Rainsmeir, M. V.: Implementation and application of GIS at Timpanogos Cave National Monument, Utah, J. Cave and Karst Studies, 64(1), 34&amp;ndash;37, 2002. </reference>
		<reference numeration="26" content_type="text"> Miller, D. J. and Dunne, T.: Topographic perturbations of regional stresses and consequent bedrock fracturing, J. Geophys. Res., 101, 25 523&amp;ndash;25 536, 1996. </reference>
		<reference numeration="27" content_type="text"> Norrish, N. I. and Wyllie, D. C.: Rock slope stability analysis, in: Landslides &amp;ndash; investigation and mitigation: Transportation Research Board Special Publication 247, edited by: Turner, A. K. and Schuster, R. L., National Research Council, National Academy Press, Washington, D.C., 391&amp;ndash;425, 1996. </reference>
		<reference numeration="28" content_type="text"> Paulsen, T. and Marshak, S.: Charleston transverse zone, Wasatch Mountains, Utah: Structure of the Provo salient&apos;s northern margin, Sevier fold-thrust belt, Geol. Soc. Amer. Bull., 110, 512&amp;ndash;522, 1998. </reference>
		<reference numeration="29" content_type="text"> Pierre, G. and Lahousse, P.: The role of groundwater in cliff instability: an example at Cape Blanc-Nez (Pas-de-Calais, France), Earth Surface Processes and Landforms, 31, 31&amp;ndash;45, 2006. </reference>
		<reference numeration="30" content_type="text"> Pillmore, C. L.: Geologic photogrammetry in the U.S. Geological Survey, Photogrammetric Engineering and Remote Sensing, 55, 1185&amp;ndash;1189, 1989. </reference>
		<reference numeration="31" content_type="text"> Price, N. J. and Cosgrove, J. W.: Analysis of geological structures, Cambridge University Press, Cambridge, 1990. </reference>
		<reference numeration="32" content_type="text"> Ramsey, J. G.: Folding and fracturing of rocks, McGraw-Hill Book Company, New York, 1967. </reference>
		<reference numeration="33" content_type="text"> Selby, M. J.: Controls on the stability and inclinations of hillslopes formed on hard rock, Earth Surface Processes and Landforms, 7, 449&amp;ndash;467, 1982. </reference>
		<reference numeration="34" content_type="text"> Selby, M. J.: Hillslope materials and processes (2nd edition), Oxford University Press, New York, 1993. </reference>
		<reference numeration="35" content_type="text"> Varnes, D. J.: Slope movement types and processes, in: Landslides: Analysis and Control, edited by: Schuster, R. L. and Krizek, R. J., Transportation Research Board Special Report 176, National Research Council, Washington, D.C., 11&amp;ndash;33, 1978. </reference>
		<reference numeration="36" content_type="text"> Weissel, J. K. and Seidl, M. A.: Influence of rock strength properties on escarpment retreat across passive continental margins, Geology, 25, 631&amp;ndash;634, 1997. </reference>
		<reference numeration="37" content_type="text"> Whalley, W. B.: Rockfalls, in: Slope Instability, edited by: Brunsden, D. and Prior, D. B., John Wiley and Sons, Chichester, 217&amp;ndash;256, 1984. </reference>
		<reference numeration="38" content_type="text"> Wieczorek, G. F. and Snyder, J. B.: Historical rock falls in Yosemite National Park, California, U.S. Geological Survey Open File Report 03-491, 2004. </reference>
		<reference numeration="39" content_type="text"> Wilcoxon, F.: Individual comparisons by ranking methods, Biometrics Bull., 1, 80&amp;ndash;83, 1945. </reference>
	</references>
</article>

