No description available.

Mountain building is the result of large compressional forces in the Earth’s crust where two tectonic plates collide. This is why mountains only form at plate boundaries, of which the Al Hajar Mountains in Oman and the United Arab Emirates is thought to be an example of. These mountains have formed near the Arabian–Eurasian convergent plate boundary where continental collision began by 30 Ma at the earliest. However, the time at which the Al Hajar Mountains developed is less well constrained. Therefore, the timing of both the growth of the mountains, and the Arabian–Eurasian collision, needs to be understood first to be able to identify a correlation. Following this a causal link can be determined. Here we show, using apatite fission track and apatite and zircon (U-Th)/He dating, as well as stratigraphic constraints, that the Al Hajar Mountains were uplifted from 45 Ma to 15 Ma. We found that the mountains developed 33 Myr to 10 Myr earlier than the Arabian–Eurasian plate collision. Furthermore, the plate collision is ongoing, but the Al Hajar Mountains are tectonically quiescent. Our results indicate that the uplift of the Al Hajar Mountains cannot be correlated in time to the Arabian–Eurasian collision. Therefore the Al Hajar Mountains are not the result of this converging plate boundary.

No description available.

An experimental study was carried out on a single-ply low-slope roof using a series of different underlayment layers to test and understand distributional characteristics of negative air pressure throughout the roof assembly, when subjected to suction pressure corresponding to different wind speeds. Various underlayments were tested at the Research & Demonstration Facility at Virginia Polytechnic Institute and State University to develop design guidelines for the installation of recently developed omni-directional roof vent on low slope membrane roofing systems. The newly designed and patented low-pressure roof vent works on Bernoulli and Venturi air flow principals and helps prevent uplift and detachment of the roofing membrane during storm or high wind conditions by creating a negative pressure zone underneath the roof membrane. The objective of this research is to further develop the Pressure Equalizing Vent System by testing the wind vent in combination with different underlayments and to determine the appropriate tributary area of each vent under dynamic wind conditions. The determined area of influence of each wind vent therefore serves as a guideline for appropriate spacing of the vents on the roof. It will also suggest the wind speed at which the pressure is lowered and its ability to weather storm events. The pressure sensors permanently installed beneath the membrane will continuously monitor the pressures in and around the wind vent. An additional objective of the research project is to understand the distributional characteristics of negative pressure in various layers of roof assembly in combination with varying underlayment membranes under different suctionals pressure to further develop the Pressure Equalizing Vent System. The proposal seeks to develop a cost effective roof assembly method, which can withstand the effect of extreme wind through improved understanding of air movement through different layers of roof assembly. The study explores the effect of various underlayments on spatial and distributional character of pressure field on the single ply flat roof deck in combination with omni-directional roof vent system. / Master of Science

Greenroof systems have been shown to be an environmentally friendly alternative based on various factors; such as, reduced lifecycle cost, improved air quality, ambient temperature reduction, stormwater management credit, sustainability and preservation of the environment. Recent research studies attempt to determine the construction methods of an ideal greenroof for environmental purposes, yet there is an absence of standards for the best design required to achieve acceptable structural performance and sustainability under wind loads. As a result, there is a need to document the effectiveness of greenroofs under high wind events by addressing the following questions: Do winds have an effect on greenroof material loss? Do greenroof materials modify local pressure conditions that would need a modification to current design codes? Does the level of vegetation establishment affect the material loss and pressure distribution? This thesis first focuses on vegetated greenroof construction techniques and issues along with some of the most recent studies conducted by UCF researchers. Then, the literature focuses on wind uplift of vegetated roofs constructed using different wind erosion control methods with respect to vegetation cover, geosynthetic liners, and wind breaks. As part of this research, two monitoring systems with a grid of very low differential pressure transducers and a high speed anemometer were designed and implemented on the East and West coasts of Florida to collect data for the pressure distribution across the greenroofs in relation to wind direction and speed. In addition to this, the design of this monitoring system with specific information about the sensing and data acquisition systems is presented. Subsequently, the analysis of the monitoring data compares the peak wind gusts for each time interval to their corresponding pressure measurement to obtain pressure coefficients identified at each pressure node on the roof. Based on this analysis, pressure changes for hurricane speed winds are predicted to have an overall average uplift pressure envelope within ASCE Code 7-05 design standards with vegetation cover enhancing sustainability under wind events. For future studies, controlled field investigations to reduce in situ limitations due to natural climatic conditions as well as long term monitoring are discussed as recommended studies for the evaluation of wind effects.

Pile-supported ports allow seawater to run below the deck, and thus may suffer structural damages during extreme coastal events such as hurricanes. These structural damages, in turn, may result to port closures that can cause significant economic losses. Risk analysis can predict the post-hazard functionality of ports though the structural damage assessment of these structures prior to coastal events. However, assumptions on the selected demand estimates may affect the estimated probability of structural damage. This research aims to shed light on the sensitivity of the wave model selection for the risk assessment of pile-supported ports when subjected to storm surge and waves. The examined structural damage is the uplift of the deck, and the risk assessment is conducted through the development of fragility curves for a typical deck-pile connection, for which fragility curves are developed for different wave models. Uncertainties are also considered in parameters affecting the demand and capacity of the examined deck-pile connection and are propagated through the Monte Carlo simulation using the Latin Hypercube Sampling. The results indicate changes to the uplift probability as a result of the selected wave model. Thus, wave model selection can alter the uplift failure probability. In addition, the study proposes parameterized fragility models to enable the uplift risk assessment across a region. The presented results aim to throw light on the proper model selection to produce more realistic risk assessment estimates towards the resilience of coastal infrastructure. / Thesis / Master of Applied Science (MASc)

Uplift water pressure is one of the dominating forces with signicant impact acting on a dam. It is usually measured with piezometers installed along the dam. However, the value of the pressure along the dam is often hard to measure due to the limited number of piezometers available (Bernstone et al., 2009). Furthermore, uplift pressure can oscillate substantially in a single hole both with time and also spatially under the dam due to the combination of rock mass characteristics in the foundation, loads and temperature variations.There is still a lack of information regarding the magnitude and variation of the uplift pressure. The aim of this thesis is to investigate the spatial variation of the uplift pressure based on uplift pressure measurements taken from Storfinnforsen and Ramsele dams. The aim is also to investigate how the uplift pressure depends on the rock mass conditions. The two dams Storfinnforsen and Ramsele provides a unique opportunity due to the signicant amount of piezometers, 270 in total, installed along the rock foundation for the new monitoring programme at the monoliths of both dams.Based on the measured uplift pressure, a probabilistic distribution has been assigned to the uplift pressure. In addition, a possible correlation between the rock mass quality and the uplift pressure as well as the joint aperture and the uplift pressure was analysed.

<p>An elastic interaction theory, taking both slip and uplift effects into account, is presented for a composite beam with a solid concrete slab connected to a steel beam. The results of this theory , which involves the solution of a sixth order differential equation, are compared with the results of Newmark's theory which only considers interfacial slip effects and involves the solution of a second order differential equation.</p> <p>An experimental study of a full scale composite beam incorporating a cellular deck under a two point load and simple support conditions is also reported. In addition, the experimental results are compared with the computed results obtained from an existing finite difference formulation.</p> / Master of Engineering (ME)

La Cordillère des Andes, issue de la subduction de la plaque Pacifique sous le continent Sud-Américain, est un système orogénique propice à la formation de grands systèmes volcaniques acides, dans lesquels coexistent des produits d’éruptions volcaniques explosives de grandes magnitudes et des laves et dômes, associés à des calderas mono- ou polygéniques. Ce mémoire de thèse apporte de nouvelles connaissances sur certains systèmes volcaniques acides du Sud du Pérou, dont les produits affleurent dans les canyons d’Ocoña-Cotahuasi-Maran (OCM). Ces canyons, les plus profonds des Andes (3 à 3,5 km), résultent de la combinaison des processus de soulèvement tectonique, d’incision, et d’érosion depuis 15 Ma. Les imposantes séries ignimbritiques exposées dans cette région (env. 10000 km²), témoignent de l’existence d’un volcanisme explosif de grande ampleur, associé à des systèmes acides peu connus d’après les études antérieures. Cette étude vise tout d’abord à obtenir une chrono-stratigraphie améliorée des événements ignimbritiques (groupes, unités) dans la région OCM pour mieux connaître les récurrences des super-éruptions dans cette région au cours des derniers 25 Ma. Ensuite, nous cherchons à localiser les sources des grandes unités et à identifier les éventuelles structures d’effondrement associées (calderas). Pour ce faire, nous avons combiné diverses techniques, associant l’étude de la stratigraphie et de la lithologie des dépôts volcaniques, les datations par la méthode 40Ar-39Ar des principales unités ignimbritiques et coulées de lave, l’imagerie satellitaire (Landsat, SPOT) et la pétrologie (assemblages minéralogiques, étude des textures et des compositions chimiques) et enfin, les mesures de densité et d’anisotropie de susceptibilité magnétique des ignimbrites (ASM) pour analyser les directions d’écoulement et tenter de localiser leurs sources. Ainsi, les résultats nous ont permis d’identifier huit événements ignimbritiques, dont six majeurs, datés entre ~24 Ma et ~2 Ma. Les âges des grandes unités (Nazca, Alpabamba, Huaylillas, Caraveli, Sencca inférieure et supérieure) montrent une récurrence moyenne de l’ordre de 4-5 Ma depuis 25 Ma. Les lithologies sont assez semblables, bien que les degrés de soudure varient beaucoup, allant de produits meubles jusqu’aux faciès eutaxitiques. L’étude pétrologique révèle des assemblages de minéraux assez homogènes, les paragenèses étant dominées par le quartz, le feldspath, la biotite, l’amphibole et des oxydes. Les volumes bruts des unités principales que nous avons déterminés se situent entre ~40 et ~500-800 km3. Cependant, il ne s’agit que de valeurs minimales, puisque nous considérons que les volumes initiaux sont au moins le double ou le triple, probablement dans la gamme ~100 à ~2400 km3. La distribution des unités ignimbritiques d’OCM et les résultats des analyses ASM désignent plusieurs zones sources. L’unité de Caraveli provient de la caldera de Trapiche, qui contient le lac Parinacochas. Cette structure que nous identifions, d'un diamètre de ~22 km, est située dans un bassin tectonique allongé selon la direction N-S. Elle est occupée dans sa partie ouest par un dôme résurgent de 800 m de haut, le Cerro Trompo Orjo. Les unités Huaylillas et Alpabamba, ainsi que les groupes Sencca (inférieure et supérieure) seraient issus d’une source entièrement recouverte par le massif volcanique quaternaire du Nevado Coropuna. Des estimations de volumes éruptifs suggèrent une atténuation significative du volcanisme ignimbritique depuis 9 Ma, peut-être liée à la maturation orogénique de l’Altiplano-Puna. En profondeur, le magmatisme a probablement contribué à l’épaississement crustal par adjonction de grands volumes de magma. (...) / The Andes, resulting from the subduction of Pacific plate under South-America continental plate, is an orogenic system suitable for large acidic volcanic systems formation. These structures display at the same time volcanic products from high magnitude explosive eruptions, lavas and domes, and mono- or polygenetic calderas. This manuscript brings a new expertise on some of the acidic volcanic systems in South Peru, which products outcrop in the Ocoña - Cotahuasi - Maran canyons (OCM). This canyons system, one of the deepest worldwide (up to 3.5 km), was created by combined tectonic uplift, incision and erosion processes since 15 Ma. Voluminous ignimbritic series widespread in this region (around 10000 km2) are evidences for a past high amplitude explosive volcanic activity related to little-known acidic systems. The topic of this study is to obtain an enhanced chrono-stratigraphy of the OCM region ignimbritic succession (groups and units). This would provide a better knowledge on the regional super-eruptions recurrence since the last 25 Ma. Then, we focus on localizing the largest ignimbrites sources and identify the possible related collapse structures (calderas). For that purpose we combine several studies, from stratigraphy, deposits lithology to 40Ar-39Ar dating of the main ignimbritic units and lava flows. We also use satellite imagery (Landsat, SPOT) and petrology (mineralogical assemblage, textures and geochemical composition). Finally, we measure the ignimbrites density and anisotropy of magnetic susceptibility (AMS) to determine their flowing directions and estimate their sources locations. Thus, the results let us identify eight ignimbritic events among which, six happened between ~24 Ma and ~2 Ma. The main units ages (Nazca, Alpabamba, Huaylillas, Caraveli, lower and upper Sencca) show an average recurrence of 4-5 Ma since 25 Ma. Lithologies are similar even if welding degrees ranges are spread from loose deposits to eutaxitic facies. Petrological study show quite homogeneous mineralogical assemblages since quartz, feldspar, biotite, amphibole and oxydes dominate the paragenesis. Our estimations of the main units bulk volumes range from ~ 40 to ~ 500-800 km3. However, these are only minimum values since we consider that initial volumes as twice or three times higher, probably in the range of ~100 to ~2400 km3. The OCM ignimbrite flow units distribution and the AMS study results indicate several regions as sources for these units. Caraveli unit flowed from Trapiche caldera in which the Parinacochas lake rests. This structure is estimated to be ~22 km of diameter and lays in a N-S orientated tectonic basin. Its western part is occupied with a 800 m high resurgent dome, named Cerro Trompo Orjo. Alpabamba and Huaylillas units, as Sencca units (lower and upper) would come from a source presently entirely covered with the quaternary massif of Nevado Coropuna. Estimations of eruptive volumes recall an important decrease of ignimbritic volcanism since 9 Ma, which might be related to simultaneous Altiplano-Puna orogenic growing. It is supported that deep magmatism have probably contributed to crustal thickening thanks to the addition of large volumes of magma. These results also involve that canyons erosion and incision would have taken place at a rate ranging from 150 to 500 m/Ma during the last 13 Ma. Given that the large-volume acidic system studied in this work is considerable, further research are necessary to improve these results.

The Adana Basin of southern Turkey, situated at the SE margin of the Central Anatolian Plateau is ideally located to record Neogene topographic and tectonic changes in the easternmost Mediterranean realm. Using industry seismic reflection data we correlate 34 seismic profiles with corresponding exposed units in the Adana Basin. The time-depth conversion of the interpreted seismic profiles allows us to reconstruct the subsidence curve of the Adana Basin and to outline the occurrence of a major increase in both subsidence and sedimentation rates at 5.45 – 5.33 Ma, leading to the deposition of almost 1500 km3 of conglomerates and marls. Our provenance analysis of the conglomerates reveals that most of the sediment is derived from and north of the SE margin of the Central Anatolian Plateau. A comparison of these results with the composition of recent conglomerates and the present drainage basins indicates major changes between late Messinian and present-day source areas. We suggest that these changes in source areas result of uplift and ensuing erosion of the SE margin of the plateau. This hypothesis is supported by the comparison of the Adana Basin subsidence curve with the subsidence curve of the Mut Basin, a mainly Neogene basin located on top of the Central Anatolian Plateau southern margin, showing that the Adana Basin subsidence event is coeval with an uplift episode of the plateau southern margin. The collection of several fault measurements in the Adana region show different deformation styles for the NW and SE margins of the Adana Basin. The weakly seismic NW portion of the basin is characterized by extensional and transtensional structures cutting Neogene deposits, likely accomodating the differential uplift occurring between the basin and the SE margin of the plateau. We interpret the tectonic evolution of the southern flank of the Central Anatolian Plateau and the coeval subsidence and sedimentation in the Adana Basin to be related to deep lithospheric processes, particularly lithospheric delamination and slab break-off. / Il Bacino di Adana (Turchia meridionale) é situato in posizione esterna rispetto al margine sud-orientale del plateau anatolico centrale. Il bacino risulta ubicato in posizione strategica per registrare i principali cambiamenti della topografia e dell’assetto tettonico avvenuti durante il Neogene nel Mediterraneo orientale. Utilizzando dati sismici provenienti dall’industria petrolifera abbiamo correlato 34 profili sismici con le unitá corrispondenti affioranti nel Bacino di Adana. La conversione da tempi a profonditá dei profili sismici interpretati ci ha permesso di ricostruire la curva di subsidenza del Bacino di Adana e di individuare un evento caratterizato da un importante aumento della subsidenza associato ad un considerevole incremento del tasso di sedimentazione. Questo evento, avvenuto tra 5.45 e 5.33 Ma ha portato alla deposizione di quasi 1500 km3 di conglomerati e marne. La nostra analisi di provenienza della porzione conglomeratica mostra che la maggior parte del sedimento proviene dal margine sud-orientale del plateau anatolico centrale e dalle aree situate a nord di questo. La comparazione di questi risultati con la composizione litologica di conglomerati recenti e con le litologie affioranti nei bacini di drenaggio attuali mostra cambiamenti rilevanti tra le aree di provenienza del sedimento Messiniane e quelle attuali. Riteniamo che questi cambiamenti nelle aree sorgente siano il risultato del sollevamento e della successiva erosione del margine sud-orientale del plateau anatolico centrale. Questa ipotesi é supportata dal confronto delle curve di subsidenza del Bacino di Adana e del Bacino di Mut, un bacino principalmente neogenico situato sulla sommitá del margine meridionale del plateau. La comparazione delle due curve di subsidenza mostra che l’evento di forte subsidenza del Bacino di Adana é coevo ad un episodio di sollevamento del margine meridionale del plateau anatolico centrale. La raccolta di un fitto dataset strutturale acquisito nella regione di Adana mostra differenti stili deformativi per i margini nord-occidentale e sud-orientale del bacino. La porzione nord-occidentale del bacino, debolmente sismica, é caratterizzata da strutture estensionali e transtensive che tagliano I depositi neogenici, verosimilmente accomodando il sollevamento differenziale tra il bacino e il margine sud-orientale del plateau. Riteniamo che l’evoluzione tettonica del margine meridionale del plateau anatolico centrale e la contemporanea subsidenza e sedimentazione nel Bacino di Adana sia da ricondurre a processi litosferici profondi, in particolar modo delaminazione litosferica e slab break-off.