Miocene foraminiferal, bolboformid, dinoflagellate and diatom age calibrations for the northeastern North Atlantic

This study presents a new Miocene biostratigraphic synthesis for the high-latitude northeastern North Atlantic region. Via correlations to the bio-magnetostratigraphy and oxygen isotope records of Ocean Drilling Program and Deep Sea Drilling Project Sites, the ages of shallower North Sea deposits have been better constrained. The result has been an improved precision and documentation of the age designations of the existing North Sea foraminiferal zonal boundaries of King (1989) and Gradstein and Bäckström (1996). All calibrations have been updated to the Astronomically Tuned Neogene Time Scale (ATNTS) of Lourens et al. (2004). This improved Miocene biozonation has been achieved through: the updating of age calibrations for key microfossil bioevents, identification of new events, and integration of new biostratigraphic data from a foraminiferal analysis of commercial wells in the North Sea and Norwegian Sea. The new zonation has been successfully applied to two commercial wells and an onshore research borehole. At these high latitudes, where standard zonal markers are often absent, integration of microfossil groups significantly improves temporal resolution. The new zonation comprises 11 Nordic Miocene (NM) Zones with an average duration of 1 to 2 million years. This multi-group combination of a total of 92 bioevents (70 foraminifers and bolboformids; 16 dinoflagellate cysts and acritarchs; 6 marine diatoms) facilitates zonal identification throughout the Nordic Atlantic region. With the highest proportion of events being of calcareous walled microfossils, this zonation is primarily suited to micropaleontologists. A correlation of this Miocene biostratigraphy with a re-calibrated oxygen isotope record for DSDP Site 608 suggests a strong correlation between Miocene planktonic microfossil turnover rates and the inferred paleoclimatic trends. Benthic foraminifera zonal boundaries appear to often coincide with Miocene global sequence boundaries. The biostratigraphic record is punctuated by four main stratigraphic hiati which show variation in their geographic and temporal extent. These are related to the following regional unconformities: basal Neogene, Lower/Middle Miocene ("mid-Miocene unconformity"), basal Upper Miocene and basal Messinian unconformities. Further coring of Neogene sections in the North Sea and Norwegian Sea may better constrain their extent and their effect on the biostratigraphic record.

10Be data for sediments from DSDP Leg 56 and ODP Leg 170

Sediment accretion and subduction at convergent margins play an important role in the nature of hazardous interplate seismicity (the seismogenic zone) and the subduction recycling of volatiles and continentally derived materials to the Earth's mantle. Identifying and quantifying sediment accretion, essential for a complete mass balance across the margin, can be difficult. Seismic images do not define the processes by which a prism was built, and cored sediments may show disturbed magnetostratigraphy and sparse biostratigraphy. This contribution reports the first use of cosmogenic 10Be depth profiles to define the origin and structural evolution of forearc sedimentary prisms. Biostratigraphy and 10Be model ages generally are in good agreement for sediments drilled at Deep Sea Drilling Project Site 434 in the Japan forearc, and support an origin by imbricate thrusting for the upper section. Forearc sediments from Ocean Drilling Program Site 1040 in Costa Rica lack good fossil or paleomagnetic age control above the decollement. Low and homogeneous 10Be concentrations show that the prism sediments are older than 3-4 Ma, and that the prism is either a paleoaccretionary prism or it formed largely from slump deposits of apron sediments. Low 10Be in Costa Rican lavas and the absence of frontal accretion imply deeper sediment underplating or subduction erosion.

Boron concentrations and isotope ratios of authigenic carbonates from the Oregon margin

Boron contents and boron, carbon and oxygen stable isotopes were determined for authigenic carbonates recovered from Ocean Drilling Program Leg 146, Oregon margin. Carbonate precipitates are the most widespread authigenic phase in the shallow accretionary wedge and carry chemical information about long-term variations in pore fluid origin and flow paths in the Cascadia subduction zone. Drilling the first ridge (toe area including the frontal thrust) and the second ridge (or Hydrate Ridge) of the prism demonstrated different fluid regimes, with higher B contents in the authigenic precipitates at the toe. The delta11B of 18 authigenic precipitates analysed ranges from 13.9 per mil to as high as 39.8 per mil, extending the upper range of previously reported carbonate delta11B values considerably. When related to the delta11B ratio of their parent solutions, these data are characteristic of fluid-related processes in accretionary prisms. Together with delta13C and delta18O, delta11B ratios of the carbonate concretions, nodules and crusts allow one to distinguish between precipitation influenced by (i) seawater, (ii) fluid reservoirs at different depth levels within the accretionary prism and (iii) cage water from dissociated gas hydrates, the latter possibly indicating a fluctuation of the bottom simulating reflector during most recent Earth's history. From this first systematic boron study on authigenic precipitates from an accretionary prism it is suggested that B contents of such carbonate crusts and concretions exceed those reported for other marine carbonates. Given the abundance of such precipitates at convergent margins, they represent a significant B sink in geochemical cycling. Isotopic compositions of the parent fluids to the carbonates mirror B chemistry of modern pore waters from convergent margins. The precipitates carry information of different subduction-related fluid processes over a certain period of time, and hence are a crucial tracer in the investigation of palaeo-fluid flow.

Development of corrosion of steel bars embedded in mortar made with slag from secondary metallurgy

The aim of this work is to study the evolution of the corrosion rate of reinforcements embedded in mortar specimens that have been partly or fully replaced by the sand ladle furnace white slag. Prisms are manufactured mortar 6cm x 8cm x 2cm in which are embedded reinforcing steel bars of 6mm diameter B500SD. At the time of mixing were added varying amounts of chloride ion content by weight of cement (0%, 0.4%, 0.8%, 1.2%, 2%). The specimens were made totally or partially replacing the white slag, getting four different mixes depending on the degree of substitution. After curing the specimens for 28 days in moist chambers proceeded to dry up naturally. Here are gradually dampened by its conservation in a moist chamber, periodically measuring the corrosion rate of the bars using the technique of polarization curve. The results, in terms of corrosion current and corrosion potential, were compared with those obtained on standard samples, without replacement by slag aggregate. The analysis of results allows us to know, depending on the type of mortar used, the chloride threshold with the depassivation produced steel and the corrosion rates achieved in steels in the active state in terms of mortar moisture, obtained from qualitatively using gravimetric techniques. The results achieved to date support the conclusion that no significant differences in the behavior against corrosion induced by chloride ions, between the steel bars embedded in standard samples and the steel bars embedded in samples including with aggregates from slag. Both the chloride threshold resulting in the depassivation steel as the corrosion rate reached through the bars in an active state are very similar in both types of mortars when they have the same moisture content.

Análisis del comportamiento a corrosión de armaduras embebidas en probetas de mortero, con sustitución parcial de áridos y cemento por escorias blancas de horno cuchara

El hormigón armado es el material estructural más empleado en construcción, lo que exige un exhaustivo control tanto de los materiales que lo componen como de su ejecución, con el fin de garantizar la vida útil para la que ha sido proyectado. Uno de los principales problemas de la durabilidad del hormigón armado, es la corrosión de sus armaduras. Existen en la actualidad diferentes métodos que intentan detener el proceso de corrosión, entre ellos, los inhibidores superficiales de corrosión. El continuo incremento en la producción de acero desde el siglo XIX, ha producido un desequilibrio entre los productos fabricados en las industrias siderúrgicas y los residuos generados. Como consecuencia, toneladas de residuos son depositados en vertederos, provocando graves daños medioambientales con el paso del tiempo. El volumen de escorias producidas en la industria siderúrgica en España asciende a 2,55Mt al año, de ahí la importancia del reciclaje de estos productos y de su integración como materia prima en el proceso de fabricación de otros materiales. Partiendo de estas premisas, en el presente trabajo de investigación se ha estudiado el comportamiento a corrosión, de barras de acero de armar embebidas en probetas de mortero, en las que se ha sustituido parcialmente el árido y el cemento por escorias blancas de horno cuchara (LFS), mediante técnicas electroquímicas y gravimétricas. Para ello, se han fabricado probetas prismáticas de 6 x 8 x 2 cm3 con diferentes porcentajes de ión cloruro, introducidos en el momento del amasado, tanto en probetas patrón como en probetas con escorias LFS. El análisis de los resultados obtenidos permite concluir que las probetas patrón y las probetas con escorias LFS tienen comportamientos similares en presencia de cloruros por encima del 0,4% en peso de cemento y por tanto que la sustitución de escorias LFS por arena (25%) y cemento (30%) no afecta negativamente a la corrosión de las armaduras. Por tanto, el uso de escorias LFS en el proceso de fabricación de hormigón armado es una práctica que presenta ventajas competitivas respecto a las técnicas de construcción tradicionales, desde el punto de vista económico y medioambiental. En cuanto a los inhibidores superficiales de corrosión, no han resultado eficaces en probetas con escorias LFS, independientemente del porcentaje de ión cloruro, mientras que en probetas patrón han sido eficaces para porcentajes de ión cloruro igual o inferior al 0,8% en peso de cemento. ABSTRACT Reinforced concrete is the most widely used structural material. This implies that rigorous control must be applied in order to guarantee the life-span and performance of structures made using this composite material. One of the main problems regarding concrete durability is bar corrosion. At present, there are different methods adopted to stop the corrosion process, among them, surface corrosion inhibitors. The continuous growth in steel production since the 19th century has led to an imbalance between waste products generated in steel production processes and their subsequent use. As a consequence, mass dumping at waste disposal sites has been causing a significant environmental problem over the years. The amount of slag produced by the steel industry each year in Spain amounts to 2.55Mt, hence the importance of recycling by-products from steel production so they can be used as primary material in the manufacturing process of other materials. Starting from this working hypothesis, and using electrochemical and gravimetric techniques, this research work aims to analyse and study the corrosion behaviour of steel rebars embedded in mortar specimens, containing ladle furnace slag in partial substitution for aggregate and cement. Prisms were manufactured from 6 x 8 x 2 cm3 with different percentages of chloride ion introduced at the time of mixing, in standard specimens and specimens with LFS slag. Results from the analysis show that the standard specimens and those containing LFS slag display a similar behaviour in the presence of chlorides. Furthermore, when LFS slag is replaced by sand (25%) and cement (30%) corrosion of rebars is not negatively affected. Additionally, the use of LFS slag in the manufacture of reinforced structures is a practice that represents a competitive advantage over traditional construction techniques, from both an economic and environmental point of view Finally, as for surface corrosion inhibitors, they have not proved effective in specimens containing LFS slag, regardless of the percentage of the chloride ion, whereas in standard specimens they have been effective in chloride ion percentages not exceeding 0.8% (as to the cement amount).