Under the Surface: Fracking, Fortunes, and the Fate of the Marcellus Shale, By Tom Wilber. Ithaca, New York: Cornell University Press, 2012

Shale Scour at BNRR Yellowstone River Bridge, MT

Design of a Deep Cavern Intersected by Weak Shale

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

Shale Slurry Walls

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

Load Testing of Permanently Cased Drilled Shafts Founded in Hartford Shale
The axial and lateral load testing of three, 30 inch (76cm) diameter, permanently cased drilled shafts is analyzed herein. The prototype shafts were founded in (or on) Hartford Shale bedrock,...

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,...

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...

Soil Moisture Measurements in Oil Shale Waste Material Using a Neutron Probe and Time Domain Reflectometry
Five large scale lysimeters (7.3 × 3.0 × 3.0 m deep) have been constructed to collect information and data on hydrological factors which affect the movement of water through a large scale...

Rock Excavations in Downtown Toronto
The geology of Toronto area is somewhat complex due to the series of advances and retreats of the glaciers. The overburden deposits consist of materials laid down during the Wisconsinan...

Conditional Simulation of the Wilmington Sand-Shale Sequence, Los Angeles Basin
In shaly clastic reservoirs at a scale where vertical cross flow cannot be ignored the main source of heterogeneity is the apparent random geometry of the sand-shale sequence. That geometry...

Environmental Risk Assessment for a Future Oil Shale Industry in the Western U.S.

Abutment Seepage at Smithville Dam
After initial filling there was concern for the stability of Smithville Dam when higher than anticipated piezometric levels were experienced in the left abutment foundation. Concern heightened...

 

 

 

 

Return to search