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  • About
  • The Global ETD Search service is a free service for researchers to find electronic theses and dissertations. This service is provided by the Networked Digital Library of Theses and Dissertations.
    Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
91

The influence of inter-panel lag length on the development of mining-induced fractures in and around a deep level longwall stope

Hagan, Terence O'Neill 29 May 2014 (has links)
M.Sc. (Geology) / Analyses show that the effect of inter-panel lag on hanging wall instability is an important factor affecting rock-fall accidents and production losses in gold mines utilising segmented longwall mining methods. The study emphasises the effect of inter-panel lag on the development of mining-induced fractures which are considered a major contributor to hangingwall instability in geologically undisturbed ground. The geology and mining geometry at Western Deep Levels, Limited, particularly at the selected research site, is outlined. The data collection, which is facilitated by the use of stereo-photogrammetry and computer-aided data handling, is described. Three types of mining-induced fracture are evident. The effects of inter-panel lag and geological inhomogeneity on the orientation and density of the mining-induced fractures are illustrated and discussed. The effects of inter-panel lag length on energy release rate are demonstrated and discussed. Microseismic event location data analyses are used to elucidate the fracturing process that takes place in the rock ahead of the mine face. Practical suggestions regarding the reduction in number and length of inter-panel lags are made, in the light of recent developments in the field of rock-burst control.
92

Theoretical and experimental investigation of the stability of the axisymmetric wellbore

Santarelli, Frederic Joseph January 1987 (has links)
No description available.
93

Numerical and experimental modelling of the potential state of stress in a naturally fractured rock mass

Hyett, Andrew James January 1990 (has links)
No description available.
94

Microfractures in brittle rocks : their relationship to larger scale structural features and existing ground stresses /

Norman, Carl Edgar January 1967 (has links)
No description available.
95

Model studies of a tunnel in stratified rock

Lee, Hyun-Ha January 1974 (has links)
No description available.
96

The experimental investigation of the inelastic behavior of geologic materials

Hardy, H. Reginald January 1965 (has links)
A knowledge of the mechanical behavior of geologic materials (rocks and minerals) has become increasingly important in mining and civil engineering, geology, geophysics and more recently in a number of defense and aerospace fields. This research describes an investigation of one particular aspect of the mechanical behavior of these materials namely the determination of their inelastic properties. The investigation consisted of two stages; first, the development of suitable test facilities and experimental techniques, and second, the detailed study of the deformation properties of a relatively simple geologic materials namely, Wombeyan marble. / Ph. D.
97

Microscopic study and numerical simulation of the failure process of granite

Li, Lian, 李煉 January 2001 (has links)
published_or_final_version / Civil Engineering / Doctoral / Doctor of Philosophy
98

Re-assessment of three rock slopes in Hong Kong using block theory

Leung, Wai-ming, Eric, 梁偉明 January 2004 (has links)
published_or_final_version / Applied Geosciences / Master / Master of Science
99

Permeability studies in rock fractures

Wong, Wing-yee, 黃詠儀 January 2002 (has links)
published_or_final_version / Applied Geosciences / Master / Master of Science
100

Fracture and permeability analysis of the Santana Tuff, Trans-Pecos Texas

Fuller, Carla Matherne 11 December 2009 (has links)
A fracture and permeability analysis was performed on the Santana Tuff because of its similarity to the Topopah Springs unit at the Yucca Mountain site. The Topopah Springs unit is the proposed horizon for the spent nuclear fuel repository. Because of the impossibility of completely characterizing the flow properties of the unit without destroying the characteristics that make it desirable as a repository, other ash flow tuffs must be studied. The Santana Tuff and the Topopah Springs tuff both are rhyolitic in composition, nonwelded to densely welded and fractured. Fractures were examined at six outcrop locations spanning a five mile area. Stereonets and rose diagrams were constructed from over 312 fracture orientations. Although the composite data showed two major orientations of nearly vertical fractures, fracture trends at individual outcrops showed a variety of preferred orientations. Over 900 surface permeability measurements were taken using a mini-permeameter. The samples were categorized by three observed types of surface weathering: fresh, weathered, or varnished. Fracture surfaces were generally classified as weathered. The average permeabilities for the samples are 55.33 millidarcies, 5.03 millidarcies, and 3.31 millidarcies, respectively. The one-way statistical analysis performed on the data indicated that the permeability of fresh tuff surfaces is significantly different than both the permeabilities of the weathered and varnished tuffs, using both a least significant difference and greatest significant difference test. However, no difference was shown to exist between the weathered and varnished tuff permeabilities. Samples of fresh, weathered, and varnished tuffs were examined by X-Ray Defraction, the Scanning Electron Microscope, and in thin section. The SEM analysis showed surface differences between the three weathering classifications. The weathered and varnished samples were similar, exhibiting a platy, lamellate texture. The fresh surfaces were irregular and jagged. In thin section, a thin rind of dark minerals (FE-oxides) is observed on the edges of the varnished samples and in microcracks. This fills surface pores and causes the reduction in permeability. Two other zones of weathering have been identified in some of the samples, which may also cause changes in permeability. Tuff permeabilities were also analyzed for directional dependence. After an ash flow tuff is deposited and cooled, it may undergo flattening of pumice fragments and glass shards. These flattened fragments can be identified in handsamples, and are indicative of the direction of flow emplacement. The analysis showed that permeability is enhanced parallel to the emplacement direction, which is generally horizontal. Cut surfaces showed a 30% decrease in permeability perpendicular to flow direction. On varnished surfaces, this trend is still evident, although decreased in magnitude. This is expected because of the clay particles which make up the desert varnish. This study indicates that the formation of low permeability weathering rinds in association with vertical fractures may inhibit infiltration at the surface. It may accelerate infiltration at depth and allow more fluid to penetrate vertically into the tuff. In the event that fluid is absorbed into the matrix, it will travel horizontally, along the enhanced permeability parallel to the emplacement direction. / text

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