The Vickers residual stress field (VRSF) in soda-lime glass results from the elastic-plastic contact event that takes place when a Vickers diamond pyramid is loaded onto the surface of the material in an indentation cycle. The importance of elastic-plastic indentation lies in the contact damage that it gives rise to in the surface of the glass. Since such surface flaws can be characterised, with respect to shape and size, they offer the opportunity to study naturally occurring flaws in glass and brittle materials in general. The residual stress field is not passive; rather it exerts a crack opening force on the associated crack system during subsequent strength testing of a Vickers-indented sample through a residual stress field coefficient, c. Besides the strength-controlling properties, the elastic-plastic contact residual stress field is also important as a region where the influence of mechanical excitation on material properties such as hardness, H, and elastic modulus, E, can be studied. This thesis concerns studies that were made to characterise the Vickers residual stress field by first measuring the magnitude and distribution of stresses around it, using nanoindentation with a cube corner tip. With a Berkovich tip in nanoindentation, experiments were conducted in the VRSF to study the dependence of hardness, H and elastic modulus, E, on stresses in soda-lime glass: a strong E dependence on stress was observed, while H was not affected unless the stresses were high. In the process, a method was developed to determine the true contact area during elastic-plastic nanoindentation when the Oliver-Pharr method is used for the data analysis. The observed elastic modulus dependence on stress was then utilised in a study where it was shown that the VRSF responds differently to relaxation annealing on either side of the glass transition temperature. This result was then used to explain strength recovery trends in annealed Vickers-indented glass specimens.

Presented in this thesis are some basic concepts and applications of seismic hazard analysis and the elements that influence the amplitude and geometric attenuation of earthquake ground motion. This thesis centers on the identification of the styles of failure, focal mechanisms, and the state of regional stress in the study area. Seismic hazard is a complex problem often involving considerable uncertainties. Therefore it is reasonable to consider different seismic hazard analysis approaches in order to as robustly as possible define zones of different levels of hazard. With the aim of characterizing and quantifying hazard in the east African region of Eritrea and its surroundings, a study is included in the thesis presenting hazard maps constructed using two non-parametric probabilistic seismic hazard analysis (PSHA) approaches. Peak ground acceleration (PGA) values for 10% probability of exceedence in 50 years are computed at given grid points for the whole selected area and results from both methods are compared. Other aspects addressed in the thesis include the determination of source parameters of selected earthquakes that occur in the Afar region. The styles of faulting, the mechanisms involved during the rupture process and the states of stress along the major tectonic features are also highlighted. Source parameters for selected events in the region were re-evaluated and improved solutions obtained. An aftershock sequence in the Hengill volcanic area in SW Iceland, following the major event that occurred on June 4, 1998, was used to investigate improved methodologies for moment tensor using a relative approach. The sensitive and spatially dense seismic network in this area reveals large sets of clustered events allowing the power of the new methodology to be demonstrated and providing greater insight into the tectonic implications of the activity in the area.

<p>The Vickers residual stress field (VRSF) in soda-lime glass results from the elastic-plastic contact event that takes place when a Vickers diamond pyramid is loaded onto the surface of the material in an indentation cycle. The importance of elastic-plastic indentation lies in the contact damage that it gives rise to in the surface of the glass. Since such surface flaws can be characterised, with respect to shape and size, they offer the opportunity to study naturally occurring flaws in glass and brittle materials in general. The residual stress field is not passive; rather it exerts a crack opening force on the associated crack system during subsequent strength testing of a Vickers-indented sample through a residual stress field coefficient, c. Besides the strength-controlling properties, the elastic-plastic contact residual stress field is also important as a region where the influence of mechanical excitation on material properties such as hardness, H, and elastic modulus, E, can be studied.</p><p>This thesis concerns studies that were made to characterise the Vickers residual stress field by first measuring the magnitude and distribution of stresses around it, using nanoindentation with a cube corner tip. With a Berkovich tip in nanoindentation, experiments were conducted in the VRSF to study the dependence of hardness, H and elastic modulus, E, on stresses in soda-lime glass: a strong E dependence on stress was observed, while H was not affected unless the stresses were high. In the process, a method was developed to determine the true contact area during elastic-plastic nanoindentation when the Oliver-Pharr method is used for the data analysis.</p><p>The observed elastic modulus dependence on stress was then utilised in a study where it was shown that the VRSF responds differently to relaxation annealing on either side of the glass transition temperature. This result was then used to explain strength recovery trends in annealed Vickers-indented glass specimens.</p>

The recognition of fault-perturbed stress fields is an important tool in areas of mineral or hydrocarbon exploration. The Bowie underground coal mines of western Colorado expose a reverse-reactivated growth fault that perturbed the stress field during cleat (fracture) formation, rotating cleat orientations up to 500 m on both sides of the fault. Two unusual fracture types are found only in coal adjacent to the fault: (1) concentric cleats, highly curved fractures that form blocks resembling balls or eggs and (2) horsetail cleats, striated surfaces that superficially resemble shattercones and result from shear failure in coal. Numerical models created with the boundary element program Poly3D were used to estimate the magnitudes and orientations of the paleostress axes during cleat formation, taking into account the depth of burial, 3-D fault orientation, elastic rock parameters, and far-field stress states. When the elastic rock parameters and modeled orientations of the stress axes are held constant, the relative stress ratio, R = (σ_1 — σ_2)/(σ_2 — σ_3), uniquely determines the orientations of fractures forming in the fault-perturbed stress field. Comparison of the models with systematic observations on both sides of the fault allows the selection of a best-fit model. If the depth of overburden during fracture formation is known, this technique can be used to estimate the magnitude of σ_1 in fault-perturbed areas. The rotated face cleats and unusual, fault-related cleat types provide unequivocal evidence of a fault when (1) the fault predates cleat formation and (2) the far-field horizontal stress during cleat formation is oblique to fault strike. In addition, the varying spatial association of these fault-perturbed cleat styles with the fault may provide a qualitative estimate of fault location while mining. Pre-existing faults also strongly control reactivation-related folding, which at formed several low-amplitude folds, including a footwall fold. Igneous sills in three Bowie coal seams show strong preference for fault zones. The recognition of similar fracture trends in other mining or exploration areas is a valuable tool that may significantly reduce economic or human cost by helping to mitigate fault-related hazards and highlighting potentially productive zones in faulted reservoirs.

Störungszonen in den karbonatischen Wechselfolgen des Muschelkalks (Mittlere Trias) sind potenzielle Ziele für hydrothermale Projekte im Oberrheingraben (ORG). Es wurden verschiedene Methoden miteinander kombiniert, um die Permeabilitäts-Strukturen solcher Störungszonen, deren Spannungszustände und lokale Spannungsfelder abzuschätzen. Diese Arbeit kann damit zur Exploration von störungsgebundenen Muschelkalk-Reservoiren im ORG beitragen. Sie vergleicht diese mit einem bereits erfolgreich getesteten (störungsgebundenen) hydrothermalen Reservoir, den Sandsteinen des Buntsandsteins. Um für den Muschelkalk die Charakteristika von Störungszonen zu definieren und die zugehörige Permeabilitätsstruktur abzuschätzen, wurden verschiedene Störungszonentypen (z.B. Abschiebungen, invertierte Störungszonen, Schrägabschiebung) mit unterschiedlichen Maßstäben (Versatz: mittel-skalig 1-10 m, groß-skalig >10 m) detailliert untersucht. Eine Aufschlussanalogstudie zu einer groß-skaligen Störungszone (Schrägabschiebung) in dickbankigen Sandsteinen (Buntsandstein, Untere Trias) wurde zum Vergleich herangezogen. Der besondere Schwerpunkt lag jeweils auf der Charakterisierung von Bruchzone und Störungskern sowie des assoziierten Bruchsystems (Bruchdichte, Öffnungsweitenverteilung, Vernetzungsgrad, vertikale Ausdehnung). Die Daten zeigen, dass Bruchsysteme in eher homogenen Einheiten einen positiven Effekt auf die Reservoir-Permeabilität haben. Sie bieten, vor allem in der Nähe des Störungskerns, potenzielle Fließwege auch über mehrere Schichten und zeigen eine starke Vernetzung zwischen vergleichsweise kurzen Brüchen. Im Gegensatz dazu scheinen störungsgebundene Bruchsysteme in Einheiten mit einer starken mechanischen Schichtung einen geringeren Einfluss auf die Reservoirpermeabilität zu haben. Störungskerne zeigen stellenweise eine signifikante Komplexität, da sie vor allem abdichtende aber stellenweise auch durchlässige Strukturen aufweisen. Groß-skalige Störungszonen (im Reservoir-Maßstab) lassen sich für beide potenzielle Reservoirhorizonte am besten als kombinierte Barriere-Leiter-Systeme beschreiben. Diese Barriere-Leiter-Systeme zeichnen sich durch ein potenziell hydraulisch durchlässiges Bruchsystem in der Bruchzone (und im Buntsandstein zusätzlich in der Übergangszone) sowie einen schwach durchlässigen bis abdichtenden Störungskern aus. Um die Kenntnisse zum lokalen Spannungsfeld in Störungszonen im geschichteten Muschelkalk (Reservoirtiefe: 2.900 m) zu verbessern, wurden mit der Finite-Elemente-Software COMSOL Multiphysics® numerische 3D-Modelle erstellt. Es wurden deutliche Unterschiede des lokalen Spannungsfelds in Abhängigkeit von (1) der Orientierung, (2) dem Einfluss der maximalen Horizontalspannung SH im Spannungsregime, (3) Störungszonen-Maßstab und (4) den Kontrasten der mechanischen Eigenschaften festgestellt. In Spannungsregimen mit starker horizontaler Kompression wurde für Spannungsmagnituden und Versatz eine deutliche Abhängigkeit von der Orientierung der Störungszone festgestellt. Vor allem groß-skalige Störungszonen mit einem 30°-Winkel zu SH scheinen einen SH-induzierten Horizontalversatz innerhalb weicher Störungszoneneinheiten zu begünstigen; in dieser wurden die höchsten Versatzbeträge festgestellt. Die typische Abnahme von Spannungsmagnituden in weicheren Störungszoneneinheiten verringert sich in Richtung von Störungszonen, die senkrecht zu SH streichen. Der Einfluss der mechanischen Schichtung steigt mit zunehmender horizontaler Kompression, was zu einem vertikal heterogenen Spannungsfeld führt. Um Annahmen zu einer möglichen hydraulischen Aktivität einer Störungszone zu treffen, werden für die untersuchten Störungszonen analytische Abschätzungen zu Bewegungs- und Dehnungstendenzen unter Reservoir-Bedingungen präsentiert. Die Ergebnisse zeigen unterschiedliche Spannungszustände der analysierten Störungszonen, die auf das rezente Übergangsregime sowie unterschiedliche Orientierungen der maximalen Horizontalspannungen SH zurückzuführen sind. In dieser Arbeit präsentierte Ergebnisse von Aufschlussanalogstudien helfen dabei, fundierte Annahmen zur Permeabilitätsstruktur von Störungszonen zu treffen und damit vielversprechende Bohrziele im ORG zu definieren. In diesem Zusammenhang konnten sedimentäre Wechselfolgen identifiziert werden, die als potenzielle geothermische Reservoire ausgeschlossen werden können. Die Ergebnisse der numerischen 3D-Modellierungen können dazu beitragen, möglicherweise nötige Stimulationsmaßnahmen im Muschelkalk Reservoir optimal auszulegen. Darüber hinaus bieten die Ergebnisse die Möglichkeit, Einblick in potenzielle Probleme während der Bohrungsherstellung in Muschelkalk-Reservoiren zu bekommen, wie zum Beispiel die Wahrscheinlichkeit eines vertikal heterogenen Spannungsfeldes.

Cette thèse concerne l’étude de la structure géologique de la Crimée orientale et de son prolongement en mer, le fossé Sorokin, dans le but de reconstruire l'évolution tectonique de la marge, inversée, au nord de la Mer Noire Orientale. Ces recherches ont été initiées car l’âge Trias supérieur-Jurassique inférieur des roches les plus anciennes, de type flysch, seraient en fait Albien (Crétacé inférieur) soit 60 à 110 millions d'années plus jeune. Force d'observations sur le terrain, de datations micropaléontologiques, d’une analyse structurale, avec une recherche des paléo-champs de contraintes, d'une analyse de profils de sismiques réflexion de la marge, notre étude permets de réactualiser et de clarifier la géologie de la Crimée orientale. Les principaux résultats de cette thèse sont les suivants : 1) grâce à nos nouvelles datations, les sédiments turbiditiques du Crétacé inférieur ont une plus grande répartition géographique; 2) deux formations de flysch ont été identifiées, l’une du Crétacé inférieur et l’autre du Trias supérieur-Jurassique Moyen (Groupe Tauric); 3) une carte structurale de la Crimée orientale a été réalisée qui permet de mettre en évidence une phase d'extension durant le Crétacé et deux phases compressives durant le Cénozoïque ; 4) ces deux phases compressives (Paléocène-Eocène inférieur et Oligocène-Pliocène moyen) sont confirmées par l’interprétations de 8 profils sismiques en mer qui ont été corrélés avec un forage (Subbotina 403) ; 5) la réalisation de deux transects Terre-Mer permettent de comprendre les structures liées à l'inversion de la marge ; 6) l'analyse des paléo-champs de contraintes révèle plusieurs régimes tectoniques liées aux développement des structures tectoniques; 8) finalement cette thèse propose un vision nouvelle de l'évolution tectonique de la marge nord de la mer Noire orientale, qui subit une inversion depuis le Paléocène, en présentant des cartes de reconstitutions de son évolution depuis le Trias supérieur. / This study is focused on the main structural features of the Eastern Crimean Mountains (CM) and of their closest offshore, with a purpose to derive and reconstruct the tectonic evolution of the northern inverted margin of the Eastern Black Sea. This study was inspired because the Late Triassic-Early Jurassic age of the oldest exposed flysch-like rocks (so-called Tauric Group) “was” defined as 60 to 110 my younger, namely as the Albian (Middle Cretaceous).The aim of this thesis was to obtain by field observations, new dating of rocks, structural analysis, stress-field analysis and seismic interpretation allowing reconsidering the geology of the CM. The main findings of the thesis are: (1) the Lower Cretaceous sediments have a much wider spatial distribution in the Eastern CM; (2) the presence of two flysch units of different age: the youngest flysch unit of the Early Cretaceous age and the oldest, the Tauric Gp and Middle-Jurassic flysch; (3) the structural analysis in the Eastern CM resulted in new structural geological map of the Eastern CM and showed the evidence of extensional tectonics during the Cretaceous and of compressional structures during the Cenozoic; (4) two-stage compression: 1) during the Paleocene-Early Eocene and 2) during the Oligocene-Middle Pliocene were confirmed by interpretation of seismic lines offshore, correlated with the “Subbotina-403” well; (5) both geological and geophysical data in the on-and- off shore transects evidence connection of structures in the northern inverted Black Sea margin; (6) the paleostress analysis of the brittle fault-slip data allow distinguishing of several tectonic regimes responsible for the developments of main tectonic structures of the study area; (8) finally, this thesis presents a new vision of the tectonic evolution of the northern inverted part of the Eastern Black Sea illustrated with paleotectonic maps providing the reconstruction for each main stage of its geological history since the Late Triassic.

Dans la partie Nord de la zone de subduction des Petites Antilles, la convergence est fortement oblique alors qu’au Sud elle est frontale. Cette étude vise à comprendre les conséquences de l’entrée en subduction du plateau des Bahamas fortement flottant par l’étude de l'évolution du champ de contrainte dans le NE de la plaque Caraïbes, depuis l’Eocène. Ce travail montre que sur les îles les plus anciennes, l’arc volcanique s'initie à l’Eocène. La migration de l’arc vers sa position actuelle se produit durant la période Miocène inférieur – Miocène supérieur. La période Oligo-Miocène est charnière : le champ de contrainte évolue d'une extension pure parallèle à la fosse de subduction, à une extension radiale. Après une restauration de la déformation régionale, j'attribue ce changement d’état de contrainte, à l’initiation du partitionnement de la déformation dans le NE de la plaque Caraïbe qui accommode la courbure de la fosse faisant suite à l’entrée en subduction du banc des Bahamas. Dans l’archipel Guadeloupéen, les analyses structurales à terre et en mer montrent des régimes en extension pure perpendiculaire à la fosse. Les orientations des failles similaires depuis l’Eocène confirment un fort héritage structural. À l’actuel, dans le coin NE des Petites Antilles, le régime tectonique est décrochant avec une direction d’extension principale orientée NO-SE soit parallèle à la fosse. Dans l’archipel Guadeloupéen le régime tectonique est purement extensif orienté NE-SO perpendiculairement à la fosse. Cette rotation est interprétée comme résultant de l’augmentation vers le Nord de l’obliquité de la convergence du fait de la courbure de la zone de subduction. / To the north of the Lesser Antilles subduction zone, from North to South, the obliquity of the subduction is decreasing. This study is focus on the consequences of the entrance of Bahamas bank buoyant plateau into the subduction by studying stress field evolution in the NE of the Caribbean plate since Eocene. This work show that the volcanic arc activity on Anguilla bank islands begin at the Eocene. The volcanic arc migration toward his actual localisation occurs during early Miocene – late Miocene period. The Oligo-Miocene period is transitional as a switch in the stress field from pure parallel-to-the-trench to radial extension occurs. A restoration of the regional deformation shows that this switch is related to strain partitioning initiation in the upper Caribbean Plate in response to trench bending that followed the entrance of the Bahamas Bank in the subduction zone. In the Guadeloupean archipelago, kinematic analyses onshore and offshore show a pure extension with a perpendicular-to-the-trench σ3. The similar faults orientations since Eocene confirm that inherited structures control strain localisation. At present day, in NE corner of the Lesser Antilles, the NW-SE main extensional direction of strike-slip stress regime is trench-parallel. In the Guadeloupean archipelago, the pure extensive stress regime is trench-perpendicular (NE-SW). These different orientations of the stress field are interpreted to be the result of increasing trench bending to the North responsible for a northern increase of subduction obliquity

Forecasting eruptions using volcano seismology is a subject that affects the lives and property of millions of people around the world. However, there is still much to learn about the inner workings of volcanoes and how this relates to the chance of eruption. This dissertation attempts to increase the breadth of knowledge aimed at helping to understand when a volcano is likely to erupt and how large that eruption might be. Chapters 2 and 3 focus on a technique that uses changes in the local stress field beneath a volcano to determine the source of these changes and help forecast eruptions, while Chapter 4 focuses on a technique that shows great potential to be used to image magma chambers beneath volcanoes by using receiver functions. In Chapters 2 and 3 the source mechanisms of shallow volcano-tectonic earthquakes recorded at Mount St. Helens are investigated by calculating hypocenter locations and fault plane solutions (FPS) for shallow earthquakes recorded during two eruptive periods (1981-1986 and 2004-2008) and two non-eruptive periods (1987-2004 and 2008-2011). FPS show a mixture of normal, reverse, and strike-slip faulting during all periods, with a sharp increase in strike-slip faulting observed in 1987-1997 and an increase in normal faulting between 1998 and 2004 and again on September 25-29, 2004. FPS P-axis orientations (a proxy for ó1) show a ~90° rotation with respect to regional ó1 (N23°E) during 1981-1986 and 2004-2008, bimodal orientations (~N-S and ~E-W) during 1987-2004, and bimodal orientations at ~N-E and ~S-W from 2008-2011. These orientations are believed to be due to pressurization accompanying the shallow intrusion and subsequent eruption of magma as domes during 1981-1986 and 2004-2008, and the buildup of pore pressure beneath a shallow seismogenic volume during 1987-2004 and 2008-2011. Chapter 4 presents a study using receiver functions, which show the relative response of the Earth beneath a seismometer. Receiver functions are produced by deconvolving the vertical component of a seismogram from the horizontal components. The structure of the ground beneath the seismometer can then be inferred from the arrivals of P-to-S converted phases. Receiver functions were computed for the Katmai Volcanic Group, Alaska, at two seismic stations (KABU and KAKN) between January 2005 and July 2011. Receiver functions from station KABU clearly showed the arrival of the direct P-wave and the arrival from the Moho; however, receiver functions from station KAKN did not show the arrival from the Moho. In addition, changes in the amplitude and polarity of arrivals on receiver functions suggested that the structure beneath both KABU and KAKN was complex. Station KABU is likely underlain by dipping layers and/or anisotropy, while station KAKN may lie over a basin structure, an attenuating body, or some other highly complex structure. However, it is impossible to say for certain what the structure is under either station as the azimuthal coverage is poor and thus the structure is unable to be modeled. This dissertation also includes a section (Chapter 6) on the assessment of spreadsheet-based modules used in two Introductory Physical Geology courses at the University of South Florida (USF). When faculty at USF began using spreadsheet-based modules to help teach students math and geology concepts the students complained that they spent more time learning how to use Excel than they did learning the concepts presented in the modules. To determine whether the sharp learning curve for Excel was hindering learning we divided the students in two Introductory Physical Geology courses into two groups: one group was given a set of modules which instructed them to use Excel for all calculations; the other group was simply told to complete the calculations but was not instructed what method to use. The results of the study show that whether or not the students used Excel had very little to do with the level of learning they achieved. Despite complaints that Excel was hindering their learning, students in the study attained high gains for both the math and geology concepts presented in the modules whether they used Excel or not.

Considérons un cas d’étude dans lequel les données produites par différentes techniques ont été obtenues en divers points d’une masse rocheuse où les effets topographiques sont très probablement significatifs. Les mesures ont été effectuées pour la conception du réseau hydroélectrique. Le réseau comprend une conduite hydraulique ainsi qu’une nouvelle centrale souterraine placée à mi-parcours de la conduite et sera principalement creusé dans le granite. Les diverses données ont été intégrées à un modèle continu équivalent afin d’évaluer le champ de contrainte régional et ainsi d’extrapoler les résultats des divers tests au volume de masse rocheuse concerné par le plan hydroélectrique. L'intégration des essais in situ et du modèle permet de déterminer les variations spatiales du champ de contrainte. Il est ainsi possible d’identifier le mécanisme de chargement à l’origine du champ de contrainte mesuré ainsi que le comportement rhéologique à long terme du géomatériel équivalent considéré. / A case study is considered in which data produced by different techniques have been gathered in various locations within a rock mass in which topography effects are most likely significant. Measurements were performed for the design of a re-powering scheme that includes a new hydraulic conduit and an underground cavern that will primarily be excavated in granite. An integrated approach for extrapolating the results from the various in situ tests to the rock mass volume of interest for the hydroelectric power scheme is presented. This approach includes the development of an equivalent continuum mechanics model. The integration of in situ tests and numerical modelling enables to determine the stress spatial variation which helps ascertain the loading mechanism at the origin of the measured stress field as well as the long-term rheological behavior of the equivalent geomaterial under consideration.

This diploma thesis deals with problem of design and calculation of membrane structure of stadium roof. This is a complex engineering problem, which includes many partial problems: finding of initial form of membrane, statically and architecturally suitable arrangement of catenaries, economical solution of boundary conditions (foundations). All components affect each other and cannot be dealt without mutual coordination. It always greatly depends on the experience and intuition of engineer who design such structure. Task which cannot be resolved according to the theory of the first order. Equilibrium forces on the deformed structure, which in many projected structures gives satisfactory results, did not correspond to reality. It is therefore necessary to consider equilibrium of forces on the deformed structure according to the theory of large deformations. Diploma thesis was entered with regard to the intention of the companies Ing. Software Dlubal s.r.o. and FEM consulting s.r.o., working together to develop software RFEM. These companies plan to complement this program system with a module MEMBRANE for searching of initial shapes of membrane structures. This work is a contribution to the creation of this module.