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Full-Text Articles in Geological Engineering

Stratigraphy And Sedimentology Of The Black Lion Conglomerate, Eastern Pioneer Mountains, Beaverhead County, Southwestern Montana, Vincent Spinazola Oct 2018

Stratigraphy And Sedimentology Of The Black Lion Conglomerate, Eastern Pioneer Mountains, Beaverhead County, Southwestern Montana, Vincent Spinazola

Graduate Theses & Non-Theses

The purpose of this study was to investigate the age and depositional setting of the Black Lion Conglomerate in the Eastern Pioneer Mountains of southwest Montana. Located at Section 5, T3S, R11W, Beaverhead County, Montana, the Grace Lake field site is the primary focus of this study. Other field sites include Hecla, Black Lion Lake, Black Lion Creek, and Sheep Mountain. Previous studies suggested the Black Lion Conglomerate is either Cambrian or Proterozoic in age. The base of the Black Lion Conglomerate is not exposed at any location. The Black Lion Conglomerate is at least 120m (394ft) thick.

In this …


An Evaluation Of The Deployment Of A Distributed Strain And Temperature (Dst) Fiber Optic Sensing System In An Underground Facility, Calvin Kammerer Oct 2018

An Evaluation Of The Deployment Of A Distributed Strain And Temperature (Dst) Fiber Optic Sensing System In An Underground Facility, Calvin Kammerer

Graduate Theses & Non-Theses

In an effort to further mine safety and utilize the recent advances in fiber optic sensors’ distributed sensing capabilities, a research project at Montana Tech has deployed fiber optic sensors in an underground environment. The method of Brillouin scattering that has documented success in a mining environment will be used because it shows the greatest potential for detecting both temperature and strain in the deployed environment, as well as the ability to differentiate between the two. The primary objective of the Montana Tech research is to create a scenario where the distributed sensing technology can be evaluated for its sensing …


Mountain Front Recharge In A Semi-Arid Climate, Southwest Montana, Charles Shama Apr 2018

Mountain Front Recharge In A Semi-Arid Climate, Southwest Montana, Charles Shama

Graduate Theses & Non-Theses

Groundwater recharge to regional valley benches originates largely from adjacent Mountain Front Recharge (MFR). The Madison Valley in Southwest Montana is a semi-arid cold climate that receives 31.75cm annual valley precipitation. In this study, two drainages are characterized and compared, looking at the hydrological processes between the stream and groundwater. North Meadow Creek is a high elevation stream dominated by snowmelt and contains reaches of gaining and losing surface water to groundwater. Daylight Creek is a spring fed disconnected stream. Methods used a surface water balance, temperature as an environmental tracer and two and three component mixing models to investigate …


Mineralogy And Sulfur Isotope Geochemistry Of The Apex And Bonanza Prospects At The Golden Sunlight Mine, Montana, Hamadou Gnanou Apr 2018

Mineralogy And Sulfur Isotope Geochemistry Of The Apex And Bonanza Prospects At The Golden Sunlight Mine, Montana, Hamadou Gnanou

Graduate Theses & Non-Theses

The Golden Sunlight mine, located 50 km to the east of the famous Butte porphyry/lode deposits, is the largest gold mine in Montana, and has produced over 3 million ounces of gold in its 35+ year history. Most of this gold has come from the Mineral Hill breccia pipe (MHBP), a west dipping, cylindrical body of brecciated latite and country rock fragments of the Precambrian LaHood and Greyson Formations. The breccia pipe is late Cretaceous in age (84±18 Ma, DeWitt et al., 1986), is silicified, pyrite-rich, and is mineralized with gold, silver, and minor base metals. Because the MHBP has …


Uav-Based Geotechnical Modeling And Mapping Of An Inaccessible Underground Site, Elizabeth Anne Russell Apr 2018

Uav-Based Geotechnical Modeling And Mapping Of An Inaccessible Underground Site, Elizabeth Anne Russell

Graduate Theses & Non-Theses

Digital photogrammetry is becoming a more common method used for mapping geological and structural rock mass features in underground mining. The issue of capturing geological and structural data in inaccessible, unsupported areas of mines remains even when utilizing terrestrial photogrammetric methods; thus, geotechnical models of mines are left with incomplete datasets. Large unsupported underground voids, like stopes, have the potential to cause major failures, but by filling in the geotechnical data gaps in inaccessible areas, potential failures can be predicted through kinematic analysis of the area’s mapped discontinuities. Implementation of Unmanned Aerial Vehicles (UAVs) in underground mines and recent advances …


Fluid Inclusion And Stable Isotope Investigation Of Hydrothermal Talc And Chlorite Deposits In Southwest Montana, Garrett Hill Apr 2018

Fluid Inclusion And Stable Isotope Investigation Of Hydrothermal Talc And Chlorite Deposits In Southwest Montana, Garrett Hill

Graduate Theses & Non-Theses

Talc and chlorite deposits of southwest Montana formed as hydrothermal replacements of Archean and/or early Proterozoic dolomitic marble and quartzo-feldspathic gneiss. Although the hydrothermal replacement model is generally accepted, less is known about the temperature, composition, and origin of the fluids involved in talc and chlorite formation. The present study examines fluid inclusions in quartz associated with both talc and chlorite, stable hydrogen and oxygen isotopes of talc, chlorite, and quartz, and stable carbon and oxygen isotopes of carbonate minerals. The deposits being examined include the Yellowstone, Beaverhead and Willow Creek talc mines, and the Antler chlorite mine.

Fluid inclusion …


Characterization Of Peak Shear Strength Of Rough Rock Joints Using The Limited Displacement Multi-Stage Direct Shear (Ldmsd) Test Method, Michael Petro Apr 2018

Characterization Of Peak Shear Strength Of Rough Rock Joints Using The Limited Displacement Multi-Stage Direct Shear (Ldmsd) Test Method, Michael Petro

Graduate Theses & Non-Theses

Current standardized direct shear test methods for rock joints do not account for damage caused to the individually unique asperity profiles of each sample. Current test methods require either a single sample to be sheared to large displacements under successive normal stresses, or the use of similar samples in multiple tests. Successive shearing of a single sample damages surface asperities and causes the overall roughness profile of the sample to change, reducing peak shear stress and consequently resulting in underestimation of friction angle and overestimation of joint shear intercept (cohesion). Obtaining joint surface specimens with identical roughness and geometry is …