Shale Scour at BNRR Yellowstone River Bridge, MT
Design of a Deep Cavern Intersected by Weak Shale
Initiation of Debris Flows in Tributaries of the Colorado River in Grand Canyon, Arizona
BTEX Biodegradation in Fractured Shale
Measurement of the Undrained Pore Pressure Response of a Shale in Triaxial Tests
Predicting the Mode, Susceptibility, and Rate of Weathering of Shales
In Situ Measurement of Rockfill Properties
Assessing the Strength and Durability Properties of Shales
Exploration and Remediation of U.S. Route 189 Hoover Landslides
The Role of Shale Pores in Settlement
Waste fills resulting from the mining of coal in Appalachia should ideally consist of large, free-draining sedimentary rock fragments. The successful performance of these embankments is...
Shale Slurry Walls
Distribution and Mobilization of Dissolved Selenium in Ground Water of the Irrigated Grand and Uncompahgre Valleys, Western Colorado
Distribution of dissolved selenium in ground water of the irrigated Grand and Uncompahgre Valleys is affected by the aqueous geochemical environment of the shallow ground-water system...
Shale Scour at BNRR Yellowstone River Bridge, MT
Both the Burlington Northern Railroad and Montana Department of Transportation bridges across the Yellowstone river just south of Laurel, Montana, are founded on spread footings placed...
Drawdown Stability of a Compacted Shale Rockfill
Side Resistance of Drilled Shafts in the Denver and Pierre Formations
Results of load tests on drilled shaft foundations in Upper Cretaceous shales are described and evaluated. Three load tests were conducted on shafts in the Denver Formation, in Denver,...
FE Analysis of Time-Dependent Instability of Cut Slopes in Clay Shale
Hydrogeotechnical Considerations for the Disposal of Oil Shale Solid Waste Material
Laboratory tests and five large scale lysimeters (7.3?3.0?3.0 m deep) have been constructed to collect information and data on hydrogeotechnical factors which affect an oil shale solid...
Rocky Mountain Project Conceptual Design of Upper Reservoir
The 9300 acre-foot upper reservoir for the Rocky Mountain Project will be formed by an 80-ft high ring dam with a crest length of 12,800 feet. Sandstone and shale of the Pottsville formation...
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