Swath sonar bathymetry during POLARSTERN cruise ANT-XIX/2 (PS61) with links to multibeam raw data files

Multibeam data were measured during R/V Polarstern cruise ANT-XIX/2 along track lines of about 6,100 NM total length along transits, survey profiles and during stationary work, mainly in the Weddell Sea. A multibeam survey was conducted in the eastern Weddell Sea at a potential earthquake area, located east of Fimbul Canyon. The tracks complemented data from former expeditions and extended the surveyed area to 60 by 80 NM. Data were achieved during the transit to the eastern Weddell Sea and by several wide spaced track lines at the continental margin east of Antarctic Peninsula. Between 66°30'S and 67°S a systematic survey of about 35 by 40 NM was carried out at a slump area. The multibeam sonar system Hydrosweep DS-2 was operated using 59 beams and 90° aperture angle. The refraction correction was achieved utilizing the system's own cross fan calibration. The quality of data might be reduced during bad weather periods or adverse sea ice conditions. The dataset contains raw data that are not processed and thus may contain errors and blunders in depth and position.

Las decisiones de proyecto y los costes de construcción en la vivienda rural, aplicado al estudio de la vivienda autopromovida en la provincia de Cáceres

En la coyuntura actual, en la que existe por un lado, exceso en la oferta de vivienda (de alto precio o de segunda residencia), y aparece por otro demanda de vivienda (de bajo precio y/o social), el mercado inmobiliario se encuentra paradójicamente bloqueado. Así, surge esta investigación como fruto de este momento histórico, en el cual se somete a debate económico el producto vivienda, no solo como consecuencia de la profunda crisis económica, sino también para la correcta gestión de los recursos desde el punto de vista de lo eficiente y sostenible. Se parte de la hipótesis de que es necesario determinar un estimador de costes de construcción de vivienda autopromovida como una de las soluciones a la habitación en el medio rural de Extremadura, para lo cual se ha tomado como modelo de análisis concretamente la Vivienda Autopromovida subvencionada por la Junta de Extremadura en el marco de la provincia de Cáceres. Con esta investigación se pretende establecer una herramienta matemática precisa que permita determinar la inversión a los promotores, el posible margen de beneficios a los contratistas y el valor real de la garantía en el préstamo a las entidades financieras. Pero el objetivo de mayor proyección social de esta investigación consiste en facilitar una herramienta sencilla a la Junta de Extremadura para que pueda establecer las ayudas de una manera proporcional. De este modo se ayuda a optimizar los recursos, lo cual en época de crisis resulta aun más acuciante, ya que conociendo previamente y con bastante exactitud el importe de las obras se pueden dirigir las ayudas de forma proporcional a las necesidades reales de la ejecución. De hecho, ciertas características difíciles de cuantificar para determinar las ayudas en materia de vivienda, como la influencia del número de miembros familiares o la atención a la discapacidad, se verían contempladas de forma indirecta en el coste estimado con el método aquí propuesto, ya que suponen siempre un aumento de las superficies construidas y útiles, de los huecos de fachadas o del tamaño de locales húmedos y por tanto se contemplan en la ecuación del modelo determinado. Por último, contar con un estimador de costes potencia la forma de asentamiento de la construcción mediante autopromocion de viviendas ya que ayuda a la toma de decisiones al particular, subvencionado o no. En efecto, la herramienta es valida en cierta medida para cualquier autopromocion, constituye un sistema de construcción con las menores posibilidades especulativas y lo más sostenible, es abundante en toda Extremadura, y consigue que el sector de la construcción sea un sistema más eficiente al optimizar su proceso económico de producción. SUMMARY Under the present circumstances, in which there is, on one hand, an excess in the supply of housing (high-price or second-home), and on the other hand a demand for housing (low cost and/or social), paradoxically the property market is at a standstill. This research has come about as a result of this moment in time, in which the product: housing, is undergoing economic debate, not only on account of this serious economic crisis, but for the proper management of resources from the point of view of efficiency and sustainability. A building-costs estimator for owner-developed housing is deemed necessary as one of the solutions for the rural environment that is Extremadura. To this end, it is the Owner-Developed House which has been taken as analysis model. It is subsidized by the Extremadura Regional Government in Caceres Province. This research establishes an accurate mathematical tool to work out the developers’ investment, the builder’s potential profit margin and the reality of the loan for the Financial Institution. But the result of most social relevance in this research is to provide the Extremadura Regional Government with a simple tool, so that it can draw up the Subventions proportionally. Thus, the resources are optimized, an even more vital matter in times of economic slump, due to the fact that if the cost of the building works is known with some accuracy beforehand, the subventions can be allocated in a way that is proportional to the real needs of execution. In fact certain elements related to housing subventions which are hard to quantify, such as the influence of number of family members or disability support, would be covered indirectly in cost estimate with the proposed method, since they inevitably involve an increase in built area, exterior wall openings and the size of plumbed rooms. As such they are covered in the determined model equation. Lastly, the availability of a cost-estimator reinforces the ownerdeveloped building model, since it assists decision-making by the individual, whether subsidized or not. This is because the tool is valid to some extent in any owner-development, and this building scheme, which is common in Extremadura, is the most sustainable, and the least liable to speculation. It makes the building sector more efficient by optimizing the economic production process.

Propuesta de libro de texto: fundamentos de bases de datos, saber y hacer

Through the years, we have detected a problem in the academic program of Information and Communication Technologies of our University, a recurrent problem in the teaching learning process, accentuated with the associated paradigm to the construction of knowledge by the own pupil. We are specifically referring to the search and assimilation of content inside the book texts about Digital Databases. The work exposed in this paper represents an effort for contributing in the reduction of educational slump in areas related to good design and construction of data banks. The textbook of this research, treats all the thematical content in this area, which are studied in the whole academic program. These and another relevant subjects in the database area are retaken from a simple but fundamentally practical theorical focus, allowing the studying on acquiring a significative learning in an easier and single source way. As a result, we present the almost definitive version of the book which is been tested on pilot groups

Estudio de hormigón autocompactante con árido reciclado

La tesis doctoral “Estudio de hormigón autocompactante con árido reciclado” realizada dentro del programa de doctorado de la Universidad Politécnica de Madrid “Máster en técnicas experimentales avanzadas en la ingeniería civil”, investiga la sustitución de áridos gruesos naturales por reciclados en hormigones autocompactantes, para demostrar la posibilidad de utilización de este tipo de árido en la fabricación de hormigones autocompactantes. En cuanto a la línea experimental adoptada, la primera fase corresponde a la caracterización de los cementos y de los áridos naturales y reciclados. En ella se han obtenido las principales características físicas y mecánicas. Una vez validadas las características de todos los materiales y adoptada una dosificación de hormigón autocompactante, se han elaborado cuatro dosificaciones con cuatro grados de incorporación de árido reciclado cada una, y una dosificación con seis grados de incorporación de árido reciclado. Fabricándose un total de 22 tipos de hormigón diferentes, sin contar todas las amasadas iniciales hasta la consecución de un hormigón autocompactante. Las cinco dosificaciones se han dividido en dos grupos para poder analizar con mayor grado de definición las características de cada uno. El primer grupo es aquel que contienen los hormigones con diferentes relaciones a/c, que incluye a la muestra A (a/c=0.55), muestra D (a/c=0.50) y muestra E (a/c=0.45). Por el contrario, el segundo grupo dispone de una relación fija de a/c=0.45 pero diferentes relaciones a/c efectivas, ya que algunas de las muestras disponen de un contenido de agua que permite contrarrestar la mayor absorción del árido reciclado. Estando en este grupo la muestra E (sin agua adicional), la muestra H (con presaturación de los áridos) y la muestra I (con un aporte de agua junto con el agua de amasado. Una vez fabricados los hormigones, se pasa a la segunda fase del estudio correspondiente a la caracterización del hormigón en estado fresco. En esta fase se han llevado a cabo los ensayos de escurrimiento, escurrimiento con anillo japonés, ensayo embudo en V y embudo V a los 5 minutos. Todos estos ensayos permiten evaluar la autocompactabilidad del hormigón según el anejo 17 de la EHE-08. La tercera fase del estudio se centra en la caracterización de los hormigones en estado endurecido, evaluando las características resistentes del hormigón. Para ello, se han realizado los ensayos de resistencia a compresión, a tracción, módulo de elasticidad y coeficiente de Poisson. En la cuarta y última fase, se han analizado la durabilidad de los hormigones, debido que a pesar de ofrecer una adecuada autocompactabilidad y resistencia mecánica, se debe de obtener un hormigón con una correcta durabilidad. Para tal fin, se ha determinado la resistencia a la penetración de agua bajo presión y carbonatación de las probetas. Este último ensayo se ha realizado teniendo en cuenta las condiciones del denominado método natural, con una exposición al ambiente de 90 días y 365 días. Con todos estos resultados se elaboraron las conclusiones derivadas de la investigación, demostrándose la posibilidad de fabricación de hormigones autocompactantes con árido reciclado (HACR) con sustituciones de hasta un 40%, e incluso dependiendo de la relación a/c con sustituciones del 60% y el 80%. ABSTRACT The doctoral thesis titled Analysis of self-compacting concrete with recycled aggregates, has been developed in accordance with the doctoral program: Master degree in advanced experimental techniques in civil engineering, at UPM. It investigates the possibility of replacing natural coarse aggregates with recycled coarse aggregates, in the field of self-compacting concrete. The aim of this dissertation is to analyze the possibility of using recycled coarse aggregates in the manufacture process of self-compacting concretes. Regarding the experimental part, the first phase refers to mechanical and physical characterization of some materials such as cement, natural aggregates and recycled aggregates. Once the characteristics of all materials have been validated and the mixing proportions have been adopted, four different mixes are elaborated by using four dosage rates of recycled aggregates in each one of the samples. Moreover, an additional sample consisting of six different dosages of recycled aggregates is considered. A total number of 22 concrete specimens have been manufactured, without including all the initial kneading samples used to obtain this type of self-compacting concrete. The aforementioned mixes have been divided in two different groups to be able to analyze with more definition. The first group is the one in which the concrete contains different values of the water - cement ratio. It includes the next samples: A (w/c=0.55), D (w/c=0.50) and E (w/c=0.45). The second group has a fixed water -cement ratio, w/c=0.45, but a different effective water - cement ratio, since some of the samples have a water content that enables to offset the major absorption of the recycled aggregates, being in this group the mixing E (without additional water), the mixing H (with saturated recycled aggregate) and the mixing I (with an additional water content to the existing kneading water). Once the concrete samples have been manufactured, the following section deals with the characterization of the concrete in fresh conditions. To accomplish this, several characterization tests are carried out such as the slump-flow test, test slump flow with Japanese ring, test V-funnel and V-funnel to 5 minutes. These tests are used to assess the self-compacting conditions according to the annex 17 of the EHE-08 The third phase of the study focuses on the mechanical characterization, the assessment of the strength properties of the concrete such as compressive strength, tensile strength, modulus of elasticity and Poisson´s ratio. Within the fourth and last phase, durability of the concrete is evaluated. This fact is motivated by the need to obtain not only good self-compacting and mechanical strength properties, but also adequate durability conditions. To accomplish the aforementioned durability, resistance of the samples under certain conditions such as water penetration pressure and carbonation, has been obtained. The latter test has been carried out taking into account the natural method, with an exhibition period to the environment of 90 days and 365 days. Through the results coming from this research work, it has been possible to obtain the main conclusions. It has been demonstrated the possibility to manufacture self-compacting concrete by using recycled aggregates with replacement rates up to 40% or, depending on the w/c ratio, rates of 60% and 80% might be reached.

Crisis and the city: neoliberalism, austerity planning and the production of space

The current crisis, with its particularly severe configuration in Southern European countries, provides an opportunity to probe the interrelation of economic crunches and the production of space, and also to imagine potential paths of sociospatial emancipation from the dictates of global markets. This introductory chapter offers a preliminary interpretive framework exploring the fundamental role of urban and territorial restructuring in the formation, management and resolution of capitalist crises and, conversely, periods of crisis as key stages in the history of urbanization. I will begin by contextualizing the 2007-8 economic slump, the subsequent global recession and its uneven impact on states and cities in the longue durée of capitalist productions of space, studying the transformation of spatial configurations in previous episodes of economic stagnation. This broader perspective will then be used to analyze currently emerging formations of austerity urbanism, showing how the practices of crisis management incorporate a strategy for economic and institutional restructuring that eventually impacts on urban policy, and indeed in the production of urban space itself.

An economy with unrealistic indicators: an evaluation of the economic situation in Belarus and a forecast for 2013. OSW Commentary No. 103, 2013-02-20

The macroeconomic results achieved by Belarus in 2012 laid bare the weakness and the inefficiency of its economy. Belarus’s GDP and positive trade balance were growing in the first half of last year. However, this trend was reversed when Russia blocked the scheme of extremely lucrative manipulations in the re-export of Russian petroleum products by Belarus and when the demand for potassium fertilisers fell on the global market. It became clear once again that the outdated Belarusian model of a centrally planned economy is unable to generate sustainable growth, and the Belarusian economy needs thorough structural reforms. Nevertheless, President Alyaksandr Lukashenka consistently continues to block any changes in the system and at the same time expects that the economic indicators this year will reach levels far beyond the possibilities of the Belarusian economy. Therefore, there is a risk that the Belarusian government may employ – as they used to do – instruments aimed at artificially stimulating domestic demand, including money creation. This may upset the relative stability of state finances, which the regime managed to achieve last year. The worst case scenario would see a repeat of what happened in 2011, when a serious financial crisis occurred, forcing Minsk to make concessions (including selling the national network of gas pipelines) to Moscow, its only real source of loans. It thus cannot be ruled out that also this time the only way to recover from the slump will be to receive additional loan support and energy subsidies from Russia at the expense of selling further strategic companies to Russian investors.

At any price: Russia is embarking on the construction of South Stream. OSW Commentary No. 98, 2012-12-07

Gazprom is determined to continue its efforts to build the South Stream gas pipeline regardless of the slump on the European gas market and the fact that there is sufficient capacity already in the existing transport infrastructure. The official inauguration of the maritime section of South Stream was held on 7 December this year, but the construction itself will commence in 2014. The agreements concluded so far, both intergovernmental and between corporations, are necessary for the launch of the construction of the new pipeline, but still do not guarantee that the project will be completed on time. First of all, some legal problems have yet to be resolved, such as the evaluation of the compliance of the planned actions with the ‘third energy package’ or the fact that ecological surveys required under European law need to be carried out. Secondly, given the present situation on the European gas market and medium-term forecasts, the high cost of implementation of this project and the maintenance expenses of existing pipelines – which are not being used to full capacity – the new project seems to be unfeasible. However, Gazprom’s determination in its efforts to build the pipeline proves that Russia is ready to take a high economic risk to maintain its dominant position on the European gas supply market; it will restrict the possibilities of alternative infrastructural projects being implemented (above all, the EU’s Southern Corridor) and use the construction of new pipelines as an instrument of political pressure on the present transit countries (especially Ukraine).

Estonia in the eurozone - a strategic success. OSW Commentary No. 53, 2011-06-20

The adoption of the euro in January 2011 topped off Estonia’s integration policy. In the opinion of Estonian politicians, this country has never been so secure and stable in its history. Tallinn sees the introduction of the euro primarily in the political context as an entrenchment of the Estonian presence in Europe. The process of establishing increasingly close relations with Western European countries, which the country has consistently implemented since it restored independence in 1991, has been aimed at severing itself its Soviet past and at a gradual reduction of the gap existing between Estonia and the best-developed European economies. The Estonian government also prioritises the enhancement of co-operation as part of the EU and NATO as well as its principled fulfilment of the country’s undertakings. It sees these as important elements for building the country’s international prestige. The meeting of the Maastricht criteria at the time of an economic slump and the adoption of the euro during the eurozone crisis proved the determination and efficiency of the government in Tallinn. Its success has been based on strong support from the Estonian public for the pro-European (integrationist) policy of Estonia: according to public opinion polls, approximately 80% of the country’s residents declare their satisfaction with EU membership, while support for the euro ranges between 50% and 60%. Since Estonia joined the OECD in 2010 and adopted the euro at the beginning of 2011, it has become the leader of integration processes among the Baltic states. The introduction of the euro has reinforced Estonia’s international image and made it more attractive to foreign investors. The positive example of this country may be used as a strong argument by the governments in Lithuania and Latvia when they take action to meet the Maastricht criteria. Vilnius and Riga claim they want to adopt the euro in 2014. The improving economic situation in the Baltic states will contribute to the achievement of this goal, while an excessively high inflation rate, as in 2007, may be the main impediment1.

Russia in Crisis: Year One. OSW Report, January 2010

Economic conditions which had favoured Russia’s development suddenly changed in mid-2008. The Russian economy was hit, on the one hand, by a drastic slump in oil prices (which fell from nearly US$150 to US$50 between July 2008 and January 2009), and on the other by the outflow of investors (a net of US$130 billion of capital left Russia in the fourth quarter of 2008). Within several months, the financial crisis became an economic crisis affecting the entire economy. The financial reserves accumulated in times of prosperity (more than US$162 billion in the stabilisation funds and nearly US$598 billion in the currency and gold reserve) alleviated the negative impact of the crisis, although this failed to prevent the deep declines in macroeconomic indicators. Russia is one of the states most severely affected by the crisis. In the first half of 2009, its GDP fell by 10.4% compared to the same period in the previous year, while industrial production dropped by nearly 15%, and a decrease in investments of over 18% was reported. The poor economic performance has strongly affected the Russian budget, which reported a deficit for the first time in ten years in 2009. During the first year of the crisis (August 2008 – September 2009), Russia’s financial reserves were seriously reduced as a result of the government’s anti-crisis policy and interventions from the central bank: the reserve fund decreased by nearly 45% to US$76 billion, and the central bank’s reserves shrunk by nearly US$200 billion to US$409 billion. Meanwhile, however, the money in the National Welfare Fund, which had been intended almost entirely to subsidise the Pensions Fund between 2010 and 2015, rose almost three-fold (to US$90 billion). According to government forecasts, the money from the reserve fund is also supposed to be spent fully in 2010. The financial crisis has triggered a dynamic outflow of capital from the Russian market. So-called speculative capital was the first to demonstrate the lack of confidence in the Russian market. In the first half of 2009, the growth rate of long-term investments also decreased noticeably, although no spectacular withdrawal of direct investments from Russia has been observed. The economic crisis has also halted the foreign expansion of Russian private capital, while state-owned capital strengthened its position as an investor. Russia’s raw materials companies continue to be the main category of foreign investors; however, new technologies are gaining prominence as the second main direction of Russian investments.

Strangers among us. Non-governmental organisations in Russia. OSW COMMENTARY 2015-09-29

The situation of the third sector in Russia, i.e. the civil society structures independent from the state, is worsening on a regular basis. The Kremlin’s actions aimed at paralysing and destroying the independent non-governmental sector seen over the past four years have been presented as part of a struggle for the country’s sovereignty. This is above all a consequence of the Russian government’s efforts to take full control of the socio-political situation in the country while it also needs to deal with the geopolitical confrontation with the West and the worsening economic crisis. The policy aimed against non-governmental organisations is depriving the public of structures for self-organisation, protection of civil rights and the means of controlling the ever more authoritarian government. At the same time, the Kremlin has been depriving itself of channels of co-operation and communication with the public and antagonising the most active citizens. The restrictive measures the Kremlin has taken over the past few years with regard to NGOs prove that Russian decision-makers believe that any social initiative independent of the government may give rise to unrest, which is dangerous for the regime, and – given the economic slump – any unrest brings unnecessary political risk.

Structural features in ODP Holes 128-794D and 128-799B

Numerous structural features occur in the Leg 128 cores from the Japan Sea. They include (1) gravity-induced structures such as slump folds, (2) dewatering structures comprising several sets of veins, and (3) larger faults and veins developed in the volcanic basement of the Yamato Basin as well as in the sedimentary rocks of the Oki Ridge and Kita-Yamato Trough. Gravity-induced structures, mainly slumps and associated faults, suggest the existence of paleoslopes and the dominance of gravitational tectonics during the early and middle Miocene, at the Pliocene/Pleistocene boundary, and during the Quaternary. Several types of mud-filled veins having various shapes were observed. These are especially abundant in the middle Miocene siliceous claystones and porcellanites from the Kita-Yamato Trough. They have been interpreted as dewatering conduits that formed preferentially in highly porous, water-saturated diatomaceous muds on a slope, because of episodic loss of sediment strength, collapse of the sediment framework, and consequent fluid migration. The central part of the vein serves once as a fluid conduit, whereas the transition between conduit-controlled and intergranular flow occurs at the branching extremities, with concentration of fines. The likely trigger responsible for the strength loss is seismic activity. Development of these veins, spatially and chronologically linked to small normal microfaults, implies an extensional regime having layer-parallel extension and a local bedding-parallel shear couple, probably the result of gravitational gliding. The brittle fractures found in Yamato Basin basement Hole 794D cores comprise joints, faults, and veins filled with chlorite-saponite, saponite, and calcite. They suggest a likely transpressive to transtensional regime around the early Miocene/ middle Miocene boundary, with a north-northeast-south-southwest compression alternating with a west-northwest-eastsoutheast extension. The faults from Site 799 cores on the Yamato Rise exhibit a prominent early Miocene-middle Miocene extensional environment, a late Miocene-early Pliocene phase of normal and strike-slip faulting, and a final phase that began during the latest Pliocene. Site 798, on the Oki Ridge, reveals faults that recorded a consistent extensional tectonic regime from Pliocene to the Holocene. These data support the pull-apart kinematic model for early Miocene-middle Miocene time, as regarding the stress regime deduced from the Yamato Basin basement fractures. The recent compression known in the eastern margin of the Japan Sea was not documented by compressive structures at any site. The late Miocene-early Pliocene faulting phase corresponds to a major and general reorganization of the stress distribution in the arc area. Evidence for rapid and main subsidence and synsedimentary extension of the Yamato Basin and Yamato Rise areas between 20 and 15 Ma, and the concomitant rotation of southwest Japan, raise the question of links between this opening and the Shimanto Belt collision in southwest Japan, between the arc and the Philippine Sea Plate.

(Table 1) Ooze/chalk cycles: frequency of occurrence at DSDP Leg 74 Sites

Shallow- to deep-water environments are represented by the sediments and rocks recovered from the Walvis Ridge- Angola Basin transect. These calcareous oozes, chalks, limestones, and volcaniclastic sedimentary rocks are used to define and correlate four lithostratigraphic units. The sediments were deposited in cycles which represent recurring tectonic or Oceanographic events and may be related to climatic fluctuations and orbital perturbations. Turbidites are the most common and easily identified sedimentary cycle. They are Late Cretaceous to Paleocene in age and are repeated in intervals ranging from thousands to tens of thousands of years. They are also found interbedded between basalt layers. Turbidites are easily distinguished from the other cycles present by their sedimentary structures, mineral composition, alteration products, and physical properties (GRAPE) data. Large-scale turbidites, debris, or slump breccias are found at or just above the Cretaceous/Tertiary boundary and indicate an event of considerable energy possibly related to intense tectonic activity. Diagenetic cycles, interpreted as small-scale dissolution cycles or sequences produced by biogenic activity, occur in early Paleocene chalks. The recurrence intervals average -20,000 y. but have a wide range of values. Variations in CaCO3 content, color, gradational boundaries, and trace fossil content characterize these sediments. These cycles reflect bottom-water conditions. Ooze-chalk cycles occur in upper Oligocene to upper Paleocene sediments and represent conditions that once existed at the sediment/water interface where they obtained their diagenetic potential. These oscillations are repeated over tens of thousands of years and may have no modern analogs. Color variations in sediments at the Cretaceous/Tertiary boundary indicate local fluctuations in oxygen content within the sediments or the water column. This situation lasted for several hundred thousand years and is not repeated elsewhere in the sequence. Large dissolution cycles are recorded in the sediments at Site 527 that are of middle Miocene and early Oligocene to middle Eocene age. During this time the seafloor at this site appears to have been located at or subsided to a depth occupied by a fluctuating CCD and lysocline.