Index properties, shear strenghts and consolidation characteristics of ODP Hole 164-995A sediments

Geotechnical properties of sediment from Ocean Drilling Program Leg 164 are presented as: (1) normalized shipboard strength ratios from the Cape Fear Diapir, the Blake Ridge Diapir, and the Blake Ridge; and (2) Atterberg limit, vane shear strength, pocket-penetrometer strength, and constant-rate-of-strain consolidation results from Hole 995A, located on the Blake Ridge. This study was conducted to understand the stress history in a region characterized by high sedimentation rates and the presence of gas hydrates. Collectively, the results indicate that sediment from the Blake Ridge exhibits significant underconsolidated behavior, except near the seafloor. At least 10 m of additional overburden was removed by erosion or mass wasting at Hole 993A on the Cape Fear Diapir, compared to nearby sites.

Esclerosis múltiple. : nuestra experiencia

Objetivos: analizar la experiencia obtenida y evaluar los resultados urodinámicos del estudio de 18 pacientes con esclerosis múltiple. Material y Métodos: se estudiaron 18 casos, valorándose la historia clínica, ecografía vesical y renal, analizándolos urodinámicamente con uroflujometría, residuo post miccional (RPM), cistotonometría y electromiografía esfinteriana. Urocultivo y antibiograma de orina. Resultados: del análisis de todas las variables se desprende que la vejiga hiperactiva se presentó en 10 casos con un predominio del síndrome frecuencia-urgencia, vejiga hipotónica-hiporrefléxica en 5 pacientes, disinergia detrusor-esfínter en 4 casos y 9 pacientes con infección urinaria que desencadenaban crisis de espasticidad. Todos fueron tratados con anticolinérgicos de acción vesical inmuno-modulación (brotes-recaídas) e inmuno-supresión en la enfermedad progresiva, de rehabilitación y terapia de apoyo psicológico. Conclusión: la vejiga hiperactiva es el tipo de consecuencia urinaria de la esclerosis en placa con los síntomas de frecuencia-urgencia y que, con tratamiento multimodal mejoran en un alto porcentaje.

Molecular properties of gases of ODP Leg 204 sites

The recognition of finely disseminated gas hydrate in deep marine sediments heavily depends on various indirect techniques because this mineral quickly decomposes upon recovery from in situ pressure and temperature conditions. Here, we discuss molecular properties of closely spaced gas voids (formed as a result of core recovery) and gas hydrates from an area of relatively low gas flux at the flanks of the southern Hydrate Ridge offshore Oregon (ODP Sites 1244, 1245 and 1247). Within the gas hydrate occurrence zone (GHOZ), the concentration of ethane (C2) and propane (C3) in adjacent gas voids shows large variability. Sampled gas hydrates are enriched in C2 relative to void gases but do not contain C3. We suggest that the observed variations in the composition of void gases is a result of molecular fractionation during crystallization of structure I gas hydrate that contains C2 but excludes C3 from its crystal lattice. This hypothesis is used to identify discrete intervals of finely disseminated gas hydrate in cored sediments. Variations in gas composition help better constrain gas hydrate distribution near the top of the GHOZ along with variations in pore water chemistry and core temperature. Sediments near the base of the gas hydrate stability zone are relatively enriched in C2+ hydrocarbon gases. Complex and poorly understood geological and geochemical processes in these deeper sediments make the identification of gas hydrate based on molecular properties of void gases more ambiguous. The proposed technique appears to be a useful tool to better understand the distribution of gas hydrate in marine sediments and ultimately the role of gas hydrate in the global carbon cycle.

Geotechnical properties at DSDP Leg 66 Holes

Delineating the interrelationships between tectonics, sedimentation, and geotechnical properties is particularly important for areas subjected to the dynamic affects of convergence. DSDP Leg 66 drilling within the Middle America Trench complex provided a unique opportunity to investigate these interrelationships along a transect of eight drill sites beginning on the trench outer slope and traversing the trench, trench inner slope, and upper continental slope. Investigations of other convergent margins suggest that deformation occurs most rapidly along the lower trench inner slope and is reflected by the geotechnical properties (Carson, 1977; Seely, 1977; and von Huene, 1979). This study focuses on the geotechnical properties of Middle America Trench sediments and the possible affects of convergence on these properties.

Consolidation properties and strength characteristics of ODP Site 204-1244 sediments

Eight whole-core samples from Ocean Drilling Program Site 1244, Hydrate Ridge, Cascadia continental margin, were provided to Massachusetts Institute of Technology (Cambridge, Massachusetts, USA) for geotechnical characterization. The samples were collected from depths ranging from 5 to 136 meters below seafloor (mbsf). Seven of the eight whole-core samples were located within the gas hydrate stability zone, whereas the eighth sample was located in the free gas zone. Atterberg limits testing showed that the average liquid limit of the soil is 81% and the average plastic limit is 38%, giving an average plasticity index of 43%. The liquid limit is sensitive to oven drying, shown by a drop in liquid limit to 64% when tests were performed on an oven-dried sample. Loss on ignition averages 5.45 wt%. Constant rate of strain consolidation (CRSC) tests were performed to obtain the compression characteristics of the soil, as well as to determine the stress history of the site. CRSC tests also provided hydraulic conductivity and coefficient of consolidation characteristics for these sediments. The compression ratio (Cc) ranges from 0.340 to 0.704 (average = 0.568). Cc is fairly constant to a depth of 79 mbsf, after which Cc decreases downhole. The recompression ratio (Cr) ranges from 0.035 to 0.064 (average = 0.052). Cr is constant throughout the depth range. In situ hydraulic conductivity varies between 1.5 x 10**-7 and 3 x 10**-8 cm/s and shows no trend with depth. Ko-consolidated undrained compression/extension (CKoUC/E) tests were also performed to determine the peak undrained shear strength, stress-strain curve, and friction angle. The normalized undrained strength ranges from 0.29 to 0.35. The friction angle ranges from 27 to 37. Because of the limited amount of soil, CRSC and CKoUC/E tests were also conducted on resedimented specimens.

Porosity and density of the AND-1B sediment core

A study of density and porosity is presented for the 1285-m-long AND-1B core recovered from a flexural moat in the McMurdo Sound (Antarctica) in order to interpret sediment consolidation in an ice-proximal location on the Antarctic shelf. Various lithologies imply environmental changes from open marine to subglacial, and are numerically expressed in high-resolution whole-core wet-bulk density (WBD). Grain density data interpolated from discrete samples range from 2.14 to 3.85 g/cm3 and are used to calculate porosity from WBD in order to avoid the 5%-15% overestimation and underestimation of porosities obtained by standard methods. The trend of porosity extends from 0.5 near the top (Pleistocene) to 0.2 at the bottom (Miocene). Porosity fluctuations in different lithologies are superimposed with 0.2-0.3 in sequences younger than ca. 1 Ma and 0.5-0.8 in Pliocene diatomites. The AND-1B porosities and void ratios of Pliocene diatomites and Pleistocene mudstones exhibit a large negative offset compared to modern lithological analogs and their consolidation trends. This offset cannot be explained in terms of the effective stress at the AND-1B site. The effective stress ranges from 0 to 4000 kPa in the upper 600 m, and reaches 13,000 kPa at the base of the AND-1B hole. We suggest an excess of effective overburden stress of ~1700 and ~6000 kPa to explain porosities in Pliocene diatomites and Pleistocene mudstones, respectively. This is interpreted as glacial preconsolidation by subsequently grounded ice sheets under subpolar to polar, followed by colder polar types of glaciations. Information on Miocene consolidation is sparse due to alteration by diagenesis.

Physical and geotechnical properties of Norwegian Sea sediments

Sediment composition and rate of deposition are the primary factors responsible for determining the spatial distribution of geotechnical properties on the Wring Plateau. Grain size and depth of burial have no significant influence. Vertical and lateral changes in geotechnical properties are associated with vertical and lateral composition changes in which biogenic silica is the most important variable. Anomalous trends of decreasing density and increasing porosity and water content with depth are associated with increasing silica content downsection. Void ratios, inferred in-situ permeability, and change in void ratio during consolidation testing are relatively high in siliceous sediments and tend to increase as the biogenic silica content increases. Portions of the section are overconsolidated, probably as a result of changes in sediment accumulation rates. However, the higher permeabilities of siliceous sediments may also be a factor influencing consolidation state.

Geotechnical properties of sediments at DSDP Leg 84 Holes

The geotechnical characteristics of 22 sediment samples from Leg 84 sites were studied in an effort to associate these with processes active along the Middle America slope and with sedimentation mechanisms. Geotechnical properties measured include water content, porosity, bulk density, Atterberg limits, consolidation characteristics, permeability, and vane shear strength. A majority of samples obtained from Sites 565, 568, and 570 show significant disturbance resulting from degassing. This disturbance apparently results in underconsolidation, although other mechanisms such as excess pore pressures generated from the subduction process can also contribute to this state. Overconsolidated sediments were found at Sites 565, 566, and 569. The overconsolidated sediments at Sites 565 and 569 may result from downslope transport mechanisms rearranging and stressing the sediment mass under consideration. The sediment condition at Site 566 is probably a result of eroded overburden: an estimated 87 m of overlying sediments may have been removed. Geotechnical and permeability relationships with depth are consistent with those found for other hemipelagic sediments of silty clay to clayey silt textures.

Los sentidos de la manifestación : Prácticas, relatos e imágenes entorno de la 'Masacre del 26 de Junio en Avellaneda'

La movilización de los pobres urbanos en el marco de las organizaciones piqueteras del conurbano bonaerense ha sido materia de un doble enfoque. Una mirada de perfil etnográfico, que profundiza en las tramas asociativas que entretejen organizaciones y vecinos empobrecidos; y una mirada sociológica, que se concentra en las condiciones y las formas de construcción de las organizaciones. Sin embargo, menos atención se ha prestado ala construcción pública e interactiva de los eventos de protesta social que involucran a las organizaciones piqueteras de esta área urbana. Situándonos en este hueco nos proponemos avanzar en una exploración preliminar de algunas dimensiones de esa construcción pública en el caso de la denominada 'Masacre del 26 de Junio en Avellaneda'. Tomando estos eventos como manifestación, es decir : 'intervenciones corporales y discursivas de contenido político (en el sentido amplio del término) en el espacio público recurriendo a los instrumentos de la movilización callejera', nos interesa tanto reconstruir un relato de lo que ocurrió en ese entonces como hacer una descripción y análisis de lo que diversos actores involucrados sostuvieron que 'debía pensarse' de aquello que ocurrió

Geotechnical engineering characterization of sediments at DSDP Leg 72 Holes

The hydraulic piston coring device (HPC-15) allows recovery of deep ocean sediments with minimal disturbance. The device was used during Leg 72 of the Deep Sea Drilling Project (DSDP) aboard the Glomar Challenger. Core samples were recovered from bore holes in the Rio Grande Rise in the southwest Atlantic Ocean. Relatively undisturbed sediment cores were obtained from Holes 515A, 516, 517, and 518. The results of shipboard physical property measurements and on-shore geotechnical laboratory tests on these cores are presented in this chapter. A limited number of 0.3 m cores were obtained and used in a series of geotechnical tests, including one-dimensional consolidation, direct shear, Atterburg limit, particle size analysis, and specific gravity tests. Throughout the testing program, attention was focused on assessment of sample disturbance associated with the HPC-15 coring device. The HPC-15 device limits sample disturbance reasonably well in terrigenous muds (clays). However, sample disturbance associated with coring calcareous sediments (nannofossil-foraminifer oozes) is severe. The noncohesive, granular behavior of the calcareous sediments is vulnerable to severe disturbance, because of the design of the sampling head on the device at the time of Leg 72. A number of modifications to the sampling head design are recommended and discussed in this chapter. The modifications will improve sample quality for testing purposes and provide longer unbroken core samples by reducing friction between the sediment column and the sampling tool.

Economías literarias en algunas ficciones argentinas del 2000 (Casas, Incardona, Cucurto y Mariano Llinás)

En el marco de las discusiones en torno al "valor" en tiempos de posautonomía, se diagrama un mapa que articula los diversos modos en que los textos narrativos de los poetas Fabián Casas, Washington Cucurto y Juan Diego Incardona, reinventan, singularmente, el imaginario populista (nostalgia barrial desplazada al vacío representacional de la experiencia zen; religación ideológica y política del sujeto colectivo; discurso revolucionario en clave de farsa y banalidad), a la vez que definen, desde esas inflexiones, tres economías ficcionales como tres posiciones en relación con el trabajo como uno de los nudos de la cultura del nuevo capitalismo: ocio, artesanía, y superproducción. La película Historias extraordinarias de Mariano Llinás constituye otra versión del modelo artesanal y, desde su particular economía, un acontecimiento narrativo en la ficción argentina del presente

Juan Costa: un pionero del cooperativismo rural argentino, 1916-1927

Hasta hace algunos años la biografía histórica no interesaba a los historiadores, quienes habían perdido el interés por el estudio centrado en el individuo y su contexto y se sentían atraídos por el todo social. Los enfoques actuales de la historia, que procuran recobrar el accionar de los individuos dentro de los procesos sociales rescatando los mecanismos internos en que tienen lugar, han abierto en cambio nuevas y renovadas perspectivas para esta especialidad. El artículo se inscribe en esta línea renovada de la biografía histórica y se centra en la figura de Juan Costa, un pionero del cooperativismo rural argentino que tuvo destacada actuación en el ámbito de la provincia de Córdoba. El objetivo central del trabajo es recuperar la memoria y el discurso de un actor esencial del mundo rural que no ha sido debidamente considerado, ni menos aún estudiado en forma sistemática. Creemos que esta investigación puede llenar un vacío historiográfico y ser una herramienta útil al conocimiento histórico. Las fuentes esenciales para este análisis han sido diarios provinciales y nacionales, periódicos del movimiento cooperativo, libros de actas de las instituciones donde actuó el protagonista, y algunas entrevistas que pudimos realizar.

Estrategia teórico metodológica subyacente en el Informe sobre el Estado de las Clases Obreras Argentinas

No es usual realizar el abordaje teórico metodológico del Informe elaborado por Juan Bialet Massé en 1904. El propósito es llenar ese vacío y difundir el compromiso del autor con esta obra que aún hoy sorprende a los investigadores en ciencias sociales del trabajo. El interrogante fundamental, ¿cuál es la estrategia teórico metodológica que subyace en el Informe? Especial hincapié se hará en el aspecto metodológico, destacando el uso precursor de los métodos mixtos -mixed methods- y la integración de ambos estilos. Desde el punto de vista teórico se destaca el abordaje interdisciplinario al estudio del trabajo obrero subrayando la similitud con la intervención ergonómica francesa

En busca del vino genuino. Origen y consecuencias de la Ley Nacional de Vinos de 1904

En el marco de la crisis vitivinícola de principios del siglo XX, se generó, entre los agentes implicados en esa actividad, una discusión sobre sus causas y posibles soluciones. Uno de los cambios propiciados fue la renovación de la legislación que regulaba la agroindustria. Este artículo analiza la génesis de la nueva ley de vinos, sancionada en 1904, con el nº 4363, que reguló la actividad hasta fines de la década de 1930 y constituyó un avance en la definición de vino genuino y otorgó herramientas más eficaces al Estado para reprimir la falsificación del vino. Sin embargo, reforzó el modelo de producción de vino en masa y dejó "espacios" de control vacíos que fueron denunciados por otros sectores relacionados con la agroindustria.