Influence of tectonic folding on rockfall susceptibility, American Fork Canyon, Utah, USA

Abstract. 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.

[1]  J. Cosgrove,et al.  Analysis of geological structures , 1989 .

[2]  Didier Hantz,et al.  An historical, geomechanical and probabilistic approach to rock-fall hazard assessment , 2003 .

[3]  M. Selby,et al.  Hillslope materials and processes , 1982 .

[4]  Randall W. Jibson,et al.  Anomalous Concentrations of Seismically Triggered Rock Falls in Pacoima Canyon: Are They Caused by Highly Susceptible Slopes or Local Amplification of Seismic Shaking? , 2002 .

[5]  E. Harp,et al.  An engineering rock classification to evaluate seismic rock-fall susceptibility and its application to the Wasatch Front , 1993 .

[6]  J. N. Hutchinson General report: morphological and geotechnical parameters of landslides in relation to geology and hydrogeology : Proc 5th International Symposium on Landslides, Lausanne, 10–15 July 1988V1, P3–35. Publ Rotterdam: A A Balkema, 1988 , 1988 .

[7]  M. Abdel-Latif,et al.  Landslide hazard assessment , 1994 .

[8]  M. Selby Controls on the stability and inclinations of hillslopes formed on hard rock , 1982 .

[9]  J. Ramsay Folding and fracturing of rocks , 1967 .

[10]  Daniel J. Miller,et al.  Topographic perturbations of regional stresses and consequent bedrock fracturing , 1996 .

[11]  J. Roering,et al.  Climate-controlled variations in scree production, Southern Alps, New Zealand , 2005 .

[12]  R. Armstrong Sevier Orogenic Belt in Nevada and Utah , 1968 .

[13]  Nick Barton,et al.  Engineering classification of rock masses for the design of tunnel support , 1974 .

[14]  H. B. Mann,et al.  On a Test of Whether one of Two Random Variables is Stochastically Larger than the Other , 1947 .

[15]  Robert J. Allison,et al.  Modelling failure mechanisms to explain rock slope change along the Isle of Purbeck coast, UK , 1998 .

[16]  D. Pollard,et al.  A new conceptual fold-fracture model including prefolding joints, based on the Emigrant Gap anticline, Wyoming , 2004 .

[17]  Don U Deere,et al.  Rock quality designation (RQD) after twenty years , 1989 .

[18]  D. Varnes SLOPE MOVEMENT TYPES AND PROCESSES , 1978 .

[19]  Richard J. Lisle,et al.  Detection of Zones of Abnormal Strains in Structures Using Gaussian Curvature Analysis , 1994 .

[20]  Ian. Campbell,et al.  Glossary of Geology , 1974, Soil Science Society of America Journal.

[21]  Duncan C. Wyllie,et al.  LANDSLIDES: INVESTIGATION AND MITIGATION. CHAPTER 15 - ROCK SLOPE STABILITY ANALYSIS , 1996 .

[22]  F. Wilcoxon Individual Comparisons by Ranking Methods , 1945 .

[23]  M. Jaboyedoff,et al.  The effect of weathering on Alpine rock instability , 2004, Quarterly Journal of Engineering Geology and Hydrogeology.

[24]  Guillaume Pierre,et al.  The role of groundwater in cliff instability: an example at Cape Blanc‐Nez (Pas‐de‐Calais, France) , 2006 .

[25]  S. Willett,et al.  Exhumation of the central Wasatch Mountains, Utah: 2. Thermokinematic model of exhumation, erosion, and thermochronometer interpretation , 2003 .

[26]  J. Weissel,et al.  Influence of rock strength properties on escarpment retreat across passive continental margins , 1997 .

[27]  K. S. Richards,et al.  Slope stability: Geotechnical engineering and geomorphology , 1987 .

[28]  J. Olson,et al.  Combining Outcrop Data and Three-Dimensional Structural Models to Characterize Fractured Reservoirs: An Example from Wyoming , 2000 .

[29]  James B. Snyder,et al.  Historical Rock Falls in Yosemite National Park, California , 2004 .

[30]  M. J. Fleuty The description of folds , 1964 .

[31]  E. Harp,et al.  Rock-fall hazard assessment of Little Mill Campground, American Fork Canyon, Uinta National Forest, Utah , 2005 .