Micromechanical basis for shear strength of rock discontinuities

The theoretical basis for evaluating shear strength in rock joints is presented and used to derive an equation that governs the relationship between tangential and normal stress on the joint during situations of slippage between the joint faces. The dependent variables include geometric dilatancy, the instantaneous friction angle, and a parameter that considers joint surface roughness. The effect roughness is studied, and the aforementioned formula is used to analyse joints under different conditions. A mathematical expression is deduced that explains Barton's value for the joint roughness coefficient (JRC) according to the roughness geometry. In particular, when the Hoek and Brown failure criterion is used for a rock in the contact with the surface roughness plane, it is possible to determine the shear strength of the joint as a function of the relationship between the uniaxial compressive strength of the wall with the normal stress acting on the wall. Finally, theoretical results obtained for the geometry of a three-dimensional joint are compared with those of the Barton's formulation

Ultimate bearing capacity at the tip of a pile in rock based on the modifed Hoek-Brown criterion

Highlights of this paper: a method for calculating the ultimate bearing capacity at the tip of a pile is presented; ultimate bearing capacity is generalized for the modified Hoek–Brown criterion; perfect plasticity, isotropy, weightless rock media, without inertial forces, Meyerhof׳s hypothesis are considered; all the formulation can be programmed in a spreadsheet.

Metodología para la remediación de instalaciones de residuos mineros procedentes de la minería metálica orientada a la reducción del riesgo ambiental y al aprovechamiento de sus residuos

Las instalaciones de residuos mineros abandonadas procedentes de la minería metálica pueden suponer un grave riesgo medioambiental y de seguridad debido a su potencial contaminante y a la posibilidad de ocasionar accidentes por su fallo estructural. Desgraciadamente, en la mayoría de los países de la Unión Europea existen un gran número de presas, balsas, pilas de lixiviación y escombreras mineras cerradas que se encuentran abandonadas y sin ningún control estructural o ambiental al haberse originado en actividades extractivas finalizadas con anterioridad a la aparición de las primeras normativas de índole ambiental aplicables. Algunas de las instalaciones de residuos mineros abandonadas pueden además contener reservas de metales apreciables al proceder sus residuos de actividades extractivas pasadas en las que se emplearon procesos metalúrgicos e hidrometalúrgicos de concentración con eficiencias de recuperación inferiores a las obtenibles con técnicas extractivas actuales. En la presente tesis doctoral se ha desarrollado una metodología de análisis que puede servir de herramienta útil para la toma de decisiones en los procesos de remediación de instalaciones de residuos mineros procedentes de la minería metálica. Dicha metodología se ha construido a partir de los resultados que se puedan obtener del análisis de riesgos ambientales de las instalaciones estudiadas, estableciendo las metodologías más apropiadas para su remediación en función de los riesgos específicos que presenten. La metodología propuesta incluye además el análisis de la posibilidad de proceder al aprovechamiento de los residuos mineros presentes en las instalaciones mediante la extracción de sus metales, para lo que se han desarrollado una serie de expresiones que pueden emplearse en el análisis de la viabilidad en términos económicos, ambientales y sostenibles de dicho aprovechamiento obtenidas sobre la base de las últimas experiencias al respecto registradas bibliográficamente y del estudio de los costes de inversión y operación que pueden suponer dichas operaciones en función de las tecnologías extractivas empleadas. Para finalizar, en la última parte de la tesis se incluye un caso práctico de aplicación de la metodología desarrollada en el que se estudian las posibilidades de remediación de tres presas mineras abandonadas procedentes de la extracción de plomo y zinc y se analiza la posibilidad de proceder al aprovechamiento de sus residuos mediante la extracción de metales de sus estériles. ABSTRACT The abandoned mining waste facilities from the metallic mining may pose environmental and safety risks due to its pollution potential as well as due to the possibility of structural collapses. Unfortunately, in most countries of the European Union there are a large number of tailing dams, tailing ponds, leaching heaps and mining waste-rock dump sites that are abandoned without any structural or environmental control. That is because they were originated in extractive activities completed prior to the appearance of the first environmental applicable regulations. Some of the abandoned mining waste facilities can also contain significant reserves of metals due to the fact that their waste comes from past mining activities when metallurgical processes and hydrometallurgical concentration were used with lower efficiency than those obtainable with present recovery mining techniques. At present thesis a method of analysis that can serve as a useful tool for decision making in the process of remediation of mining waste facilities from the metal mining has been developed. This methodology has been built from the results that may be obtained from the analysis of environmental risks at studied facilities, therefore establishing the most appropriate methodologies for its remediation based on their specific risks. The proposed methodology also includes the analysis of the possibility to beneficiate the mining residues contained on the mining waste facilities by extracting their metals. For that purpose, some expressions have been developed that can be used in the analysis of the economic viability of such extraction. Expressions are obtained on the basis of recent registered bibliographically, experiences and from the study of investment and operating costs that may suppose such extractions depending on extractive technologies used. Finally, in the last part of the thesis a case of application of the methodology proposed has been developed, in which, the possibilities for remediation of three abandoned mining dams related to the extraction of lead and zinc are studied and the possibility of beneficiate their waste by extracting metals is analyzed.

Fail-Safe Testing of Web Applications

This dissertation introduces an approach to generate tests to test fail-safe behavior for web applications. We apply the approach to a commercial web application. We build models for both behavioral and mitigation requirements. We create mitigation tests from an existing functional black box test suite by determining failure type and points of failure in the test suite and weaving required mitigation based on weaving rules to generate a test suite that tests proper mitigation of failures. A genetic algorithm (GA) is used to determine points of failure and type of failure that needs to be tested. Mitigation test paths are woven into the behavioral test at the point of failure based on failure specific weaving rules. A simulator was developed to evaluate choice of parameters for the genetic algorithm. We showed how to tune the fitness function and performed tuning experiments for GA to determine what values to use for exploration weight and prospecting weight. We found that higher defect densities make prospecting and mining more successful, while lower mitigation defect densities need more exploration. We compare efficiency and effectiveness of the approach. First, the GA approach is compared to random selection. The results show that the GA performance was better than random selection and that the approach was robust when the search space increased. Second, we compare the GA against four coverage criteria. The results of comparison show that test requirements generated by a genetic algorithm (GA) are more efficient than three of the four coverage criteria for large search spaces. They are equally effective. For small search spaces, the genetic algorithm is less effective than three of the four coverage criteria. The fourth coverage criteria is too weak and unable to find all defects in almost all cases. We also present a large case study of a mortgage system at one of our industrial partners and show how we formalize the approach. We evaluate the use of a GA to create test requirements. The evaluation includes choice of initial population, multiplicity of runs and a discussion of the cost of evaluating fitness. Finally, we build a selective regression testing approach based on types of changes (add, delete, or modify) that could occur in the behavioral model, the fault model, the mitigation models, the weaving rules, and the state-event matrix. We provide a systematic method by showing the formalization steps for each type of change to the various models.

Phytoremediation of Metal Contamination using Salix (willows)

Abandoned hardrock mines and the resulting Acid Mine Drainage (AMD) are a source of vast, environmental degradation that are toxic threats to plants, animals, and humans. Cadmium (Cd) and lead (Pb) are metal contaminants often found in AMD. In my mine outwash water samples, cadmium and lead concentrations were 19 and 160 times greater than concentrations in control waterways, and 300 and 40 times greater than EPA Aquatic Life Use water quality standards, respectively. I tested the phytoremediation characteristics of three montane willows native to the Rocky Mountains: Salix drummondiana, S. monticola, and S. planifolia. I tested the willows’ accumulation and tolerance characteristics of cadmium and lead contamination. I found that S. drummondiana accumulated more cadmium in stems than both S. monticola and S. planifolia, and that all three willow species accumulated similar concentrations of lead. I found similar trends for leaf accumulation. I also found that S. monticola had a greater growth and tolerance to the lower lead concentrations than high lead concentrations in addition to containing higher field stem concentrations of lead than S. planifolia. Salix planifolia contained nearly 2.5 times greater concentrations of cadmium in field stems than S. drummondiana. Based on my results, S. drummondiana could aid in aboveground accumulation of cadmium polluted watersheds, and S. monticola could aid in aboveground accumulation and tolerance of lead pollution.

Las minas de Guelaya y la Guerra del Rif

En el archivo del Quaid’Orsay de París he podido consultar la correspondencia que entre 1907 y 1909 mantuvieron el embajador francés en Madrid y su ministro de Asuntos Exteriores. Aunque existe bibliografía sobre los acontecimientos que condujeron a la campaña de 1909, la documentación de las cajas 88-95 (Affaires duRif) de la Correspondance politique et militaire posee una doble virtud: detalla esos acontecimientos y contribuye a esclarecer varios temas polémicos, razón por la que preparo un trabajo basado en esa correspondencia. Esta nota de investigación adelanta algunas de sus conclusiones. La he dividido en dos partes. En la primera, relato los sucesos que originaron la guerra y en la segunda utilizo la documentación para tratar dos temas controvertidos: el problema de las minas como desencadenante de la contienda y el papel que Alfonso XIII jugó en ella. La limitación de espacio que exige una nota de investigación me ha obligado a “comprimir” la primera parte y por la misma razón no he incluido notas a pie de página citando los documentos de donde proviene la información.

Subsidence activity maps derived from DInSAR data: Orihuela case study

A new methodology is proposed to produce subsidence activity maps based on the geostatistical analysis of persistent scatterer interferometry (PSI) data. PSI displacement measurements are interpolated based on conditional Sequential Gaussian Simulation (SGS) to calculate multiple equiprobable realizations of subsidence. The result from this process is a series of interpolated subsidence values, with an estimation of the spatial variability and a confidence level on the interpolation. These maps complement the PSI displacement map, improving the identification of wide subsiding areas at a regional scale. At a local scale, they can be used to identify buildings susceptible to suffer subsidence related damages. In order to do so, it is necessary to calculate the maximum differential settlement and the maximum angular distortion for each building of the study area. Based on PSI-derived parameters those buildings in which the serviceability limit state has been exceeded, and where in situ forensic analysis should be made, can be automatically identified. This methodology has been tested in the city of Orihuela (SE Spain) for the study of historical buildings damaged during the last two decades by subsidence due to aquifer overexploitation. The qualitative evaluation of the results from the methodology carried out in buildings where damages have been reported shows a success rate of 100%.

Characterization of rock slopes through slope mass rating using 3D point clouds

Rock mass classification systems are widely used tools for assessing the stability of rock slopes. Their calculation requires the prior quantification of several parameters during conventional fieldwork campaigns, such as the orientation of the discontinuity sets, the main properties of the existing discontinuities and the geo-mechanical characterization of the intact rock mass, which can be time-consuming and an often risky task. Conversely, the use of relatively new remote sensing data for modelling the rock mass surface by means of 3D point clouds is changing the current investigation strategies in different rock slope engineering applications. In this paper, the main practical issues affecting the application of Slope Mass Rating (SMR) for the characterization of rock slopes from 3D point clouds are reviewed, using three case studies from an end-user point of view. To this end, the SMR adjustment factors, which were calculated from different sources of information and processes, using the different softwares, are compared with those calculated using conventional fieldwork data. In the presented analysis, special attention is paid to the differences between the SMR indexes derived from the 3D point cloud and conventional field work approaches, the main factors that determine the quality of the data and some recognized practical issues. Finally, the reliability of Slope Mass Rating for the characterization of rocky slopes is highlighted.

Central America & Caribbean Region, 1803 (Image 1 of 4) (Raster Image)

This layer is a georeferenced raster image of the historic paper map entitled: Chart of the West Indies and Spanish Dominions in North America, by A. Arrowsmith ; Jones, Smith & Co., sc. Beaufort Buildgs., Strand. It was published June 1st, 1803, by A. Arrowsmith, No. 24 Rathbone Place. Scale [ca. 1:2,775,525]. This layer is image 1 of 4 total images of the four sheet source map, representing the northeast portion of the map. Covers primarily Central America and the Caribbean region.The image inside the map neatline is georeferenced to the surface of the earth and fit to the World Miller Cylindrical projected coordinate system. All map collar and inset information is also available as part of the raster image, including any inset maps, profiles, statistical tables, directories, text, illustrations, index maps, legends, or other information associated with the principal map. This map shows features such as drainage, cities and other human settlements, territorial boundaries, shoreline features, roads, mines, and more. Relief shown by hachures, depths shown by soundings. Includes notes.This layer is part of a selection of digitally scanned and georeferenced historic maps from the Harvard Map Collection. These maps typically portray both natural and manmade features. The selection represents a range of originators, ground condition dates, scales, and map purposes.

Central America & Caribbean Region, 1803 (Image 2 of 4) (Raster Image)

This layer is a georeferenced raster image of the historic paper map entitled: Chart of the West Indies and Spanish Dominions in North America, by A. Arrowsmith ; Jones, Smith & Co., sc. Beaufort Buildgs., Strand. It was published June 1st, 1803, by A. Arrowsmith, No. 24 Rathbone Place in 1803. Scale [ca. 1:2,775,525]. This layer is image 2 of 4 total images of the four sheet source map, representing the southeast portion fo the map. Covers primarily Central America and the Caribbean region.The image inside the map neatline is georeferenced to the surface of the earth and fit to the World Miller Cylindrical projected coordinate system. All map collar and inset information is also available as part of the raster image, including any inset maps, profiles, statistical tables, directories, text, illustrations, index maps, legends, or other information associated with the principal map. This map shows features such as drainage, cities and other human settlements, territorial boundaries, shoreline features, roads, mines, and more. Relief shown by hachures, depths shown by soundings. Includes notes.This layer is part of a selection of digitally scanned and georeferenced historic maps from the Harvard Map Collection. These maps typically portray both natural and manmade features. The selection represents a range of originators, ground condition dates, scales, and map purposes.

Central America & Caribbean Region, 1803 (Image 3 of 4) (Raster Image)

This layer is a georeferenced raster image of the historic paper map entitled: Chart of the West Indies and Spanish Dominions in North America, by A. Arrowsmith ; Jones, Smith & Co., sc. Beaufort Buildgs., Strand. It was published June 1st, 1803, by A. Arrowsmith, No. 24 Rathbone Place. Scale [ca. 1:2,775,525]. This layer is image 3 of 4 total images of the four sheet source map, representing the southwest portion fo the map. Covers primarily Central America and the Caribbean region.The image inside the map neatline is georeferenced to the surface of the earth and fit to the World Miller Cylindrical projected coordinate system. All map collar and inset information is also available as part of the raster image, including any inset maps, profiles, statistical tables, directories, text, illustrations, index maps, legends, or other information associated with the principal map. This map shows features such as drainage, cities and other human settlements, territorial boundaries, shoreline features, roads, mines, and more. Relief shown by hachures, depths shown by soundings. Includes notes.This layer is part of a selection of digitally scanned and georeferenced historic maps from the Harvard Map Collection. These maps typically portray both natural and manmade features. The selection represents a range of originators, ground condition dates, scales, and map purposes.

Central America & Caribbean Region, 1803 (Image 4 of 4) (Raster Image)

This layer is a georeferenced raster image of the historic paper map entitled: Chart of the West Indies and Spanish Dominions in North America, by A. Arrowsmith ; Jones, Smith & Co., sc. Beaufort Buildgs., Strand. It was published June 1st, 1803, by A. Arrowsmith, No. 24 Rathbone Place. Scale [ca. 1:2,775,525]. This layer is image 4 of 4 total images of the four sheet source map, representing the northwest portion fo the map. Covers primarily Central America and the Caribbean region.The image inside the map neatline is georeferenced to the surface of the earth and fit to the World Miller Cylindrical projected coordinate system. All map collar and inset information is also available as part of the raster image, including any inset maps, profiles, statistical tables, directories, text, illustrations, index maps, legends, or other information associated with the principal map. This map shows features such as drainage, cities and other human settlements, territorial boundaries, shoreline features, roads, mines, and more. Relief shown by hachures, depths shown by soundings. Includes notes.This layer is part of a selection of digitally scanned and georeferenced historic maps from the Harvard Map Collection. These maps typically portray both natural and manmade features. The selection represents a range of originators, ground condition dates, scales, and map purposes.

Connecticut, 1811 (Raster Image)

This layer is a georeferenced raster image of the historic paper map entitled: Connecticut : from actual survey, made in 1811 by and under the direction of Moses Warren and George Gillet, and by them compiled. It was published in 1813 by Hudson & Goodwin. Scale [1:160,000]. The image inside the map neatline is georeferenced to the surface of the earth and fit to the Connecticut State Plane Coordinate System (Feet) (FIPS 0600). All map collar and inset information is also available as part of the raster image, including any inset maps, profiles, statistical tables, directories, text, illustrations, or other information associated with the principal map. This map shows features such as roads, drainage, county and town boundaries, public buildings, mills, factories, mines, and more. Relief shown by hachures. This layer is part of a selection of digitally scanned and georeferenced historic maps of New England from the Harvard Map Collection. These maps typically portray both natural and manmade features. The selection represents a range of regions, originators, ground condition dates, scales, and map purposes.

Rhode Island, Geology, 1840 (Raster Image)

This layer is a georeferenced raster image of the historic paper map entitled: A geological map of Rhode-Island, by Charles T. Jackson. It was published in 1840. Scale [1:190,080]. Covers Rhode Island and a portion of southeastern Massachusetts. The image inside the map neatline is georeferenced to the surface of the earth and fit to the Rhode Island State Plane Coordinate System (Feet) (FIPS 3800). All map collar and inset information is also available as part of the raster image, including any inset maps, profiles, statistical tables, directories, text, illustrations, or other information associated with the principal map. This map shows features such as geological features, mines, mills, railroads, hotels, selected residences with names of property owners, drainage, town and county boundaries, and more. Relief shown by hachures. This layer is part of a selection of digitally scanned and georeferenced historic maps of New England from the Harvard Map Collection. These maps typically portray both natural and manmade features. The selection represents a range of regions, originators, ground condition dates, scales, and map purposes.

Pittsburgh, Pennsylvania, 1828 (Raster Image)

This layer is a georeferenced raster image of the historic paper map entitled: Plan von Pittsburg und Umgebungen. It was published by Wilhelm Hoffman in 1828. Scale [ca. 1:19,500]. Title in German; map in English. The image inside the map neatline is georeferenced to the surface of the earth and fit to the Pennsylvania South State Plane NAD 1983 coordinate system (in Feet) (Fipszone 3702). All map collar and inset information is also available as part of the raster image, including any inset maps, profiles, statistical tables, directories, text, illustrations, index maps, legends, or other information associated with the principal map. This map shows features such as roads, drainage, built-up areas, selected buildings and property lots, industry and mining locations, and more. Relief is shown by hachures and spot heights. This layer is part of a selection of digitally scanned and georeferenced historic maps from The Harvard Map Collection as part of the Imaging the Urban Environment project. Maps selected for this project represent major urban areas and cities of the world, at various time periods. These maps typically portray both natural and manmade features at a large scale. The selection represents a range of regions, originators, ground condition dates, scales, and purposes.