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Environmental and Engineering Geoscience; February 2004; v. 10; no. 1; p. 13-26; DOI: 10.2113/10.1.13
© 2004 Association of Engineering Geologists
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Influence of the Blue Mesa Reservoir on the Red Creek Landslide, Colorado

SCOTT R. WALKER1 and PAUL M. SANTI2

1 URS Corporation, 8181 East Tufts Avenue, Denver, CO 80237
2 Department of Geology and Geological Engineering, Colorado School of Mines, Golden, CO 80401

Intermittent movement of the Red Creek Landslide has caused settling and cracking of U.S. Highway 50 west of Gunnison, Colorado, for more than 30 years. Significant degradation of the roadway has resulted in extensive repair costs and traffic delays. Geomorphic and computer stability analyses support the theory that the active Red Creek Landslide is the partial reactivation of a larger, ancient paleolandslide, with a basal rupture surface located predominantly in the Morrison Formation. The original paleolandslide may have been triggered by an earthquake coupled with a high water table. Creation of the Blue Mesa Reservoir submerged approximately 50 percent of the paleolandslide. Some clay layers within the Morrison Formation are susceptible to severe weakening by slaking, and the resulting reduction in strength, combined with a pre-existing failure plane at depth, contributed to the recent partial reactivation of the paleolandslide. Seasonal rapid drawdown of the Blue Mesa Reservoir acts as the trigger for movement, and large drawdowns have been correlated with periods of slope movement. The effects of rapid drawdown could be minimized if reservoir drawdown can be limited to rates less than the critical calculated values. Historic excavation near the toe may explain why other paleolandslides around the reservoir have not reactivated under identical drawdown conditions.

Key Words: Landslide • Paleolandslide • Rapid Drawdown • Slope Stability Analysis




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Quarterly Journal of Engineering Geology and HydrogeologyHome page
D.P. Neuffer and R.A. Schultz
Mechanisms of slope failure in Valles Marineris, Mars
Quarterly Journal of Engineering Geology and Hydrogeology, August 1, 2006; 39(3): 227 - 240.
[Abstract] [Full Text] [PDF]




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