Il dimensionamento delle sovrastrutture stradali non pavimentate

A comparison between main design methods for unpaved roads is presented in this paper. An unpaved road is made up of an unbound aggregate base course lying on a usually weak subgrade. A geosynthetic might be put between the two in reinforcing and separating function. The goal of a design method is to find the appropriate thickness of the base course knowing at least traffic volume, wheel load, tire pressure, undrained cohesion of the subgrade, allowable rut depth and influence of the reinforcement. Geosynthetics can reduce the thickness or the quality of aggregate required and improve the durability of an unpaved road. Geotextiles contribute to save aggregate through interaction friction and separation, while geogrids through interlocking between his apertures and lithic base elements. In the last chapter a case study is discussed and design thicknesses with two design methods for the three possible cases (i.e. unreinforced, geotextile reinforced, geogrid reinforced) are calculated.

Montaigne, Lying and Early Modern Self-Fashioning: A Discursive Dialogue with Lope's El perro del hortelano on the Page and on Stage

A shared code of connection arguably exists between two plays by Lope de VegaEl mayordomo de la duquesa de Amalfi and El perro del hortelanoand the work of Michel de Montaigne. Nevertheless, one cannot but ask: how it can be that in two works produced so close in time, the same situation is resolved so differently? Montaigne can be said to provide an answer in his Essays, explaining that a similar situation can produce wholly different results: how in the first, one is saved', and in the second, one is destroyed. One might imagine, too, that Belflor's countess and her ennobled secretary, who together sustain a lie in a society that lived by the lie, would have been likewise consoled' by a set of interlocking tropes and similitudes' in the words of Stephen Greenblatt, which linked two contemporary and complementary fashioners of human nature, Lope and Montaigne, in a discursive dialogue on how otherwise honest women and men were subject to the vice of lying in their process of self-fashioning, as well as potentially enslaved' by it.

The crystal structure of the platelet activator aggretin reveals a novel (alphabeta)2 dimeric structure

Aggretin is a C-type lectin purified from Calloselasma rhodostoma snake venom. It is a potent activator of platelets, resulting in a collagen-like response by binding and clustering platelet receptor CLEC-2. We present here the crystal structure of aggretin at 1.7 A which reveals a unique tetrameric quaternary structure. The two alphabeta heterodimers are arranged through 2-fold rotational symmetry, resulting in an antiparallel side-by-side arrangement. Aggretin thus presents two ligand binding sites on one surface and can therefore cluster ligands in a manner reminiscent of convulxin and flavocetin. To examine the molecular basis of the interaction with CLEC-2, we used a molecular modeling approach of docking the aggretin alphabeta structure with the CLEC-2 N-terminal domain (CLEC-2N). This model positions the CLEC-2N structure face down in the "saddle"-shaped binding site which lies between the aggretin alpha and beta lectin-like domains. A 2-fold rotation of this complex to generate the aggretin tetramer reveals dimer contacts for CLEC-2N which bring the N- and C-termini into the proximity of each other, and a series of contacts involving two interlocking beta-strands close to the N-terminus are described. A comparison with homologous lectin-like domains from the immunoreceptor family reveals a similar but not identical dimerization mode, suggesting this structure may represent the clustered form of CLEC-2 capable of signaling across the platelet membrane.

In vitro temperature evaluation during cement augmentation of proximal humerus plate screw tips

BACKGROUND The treatment of proximal humerus fractures in patients with poor bone quality remains a challenge in trauma surgery. Augmentation with polymethylmethacrylate (PMMA) cement is a possible method to strengthen the implant anchorage in osteoporotic bone and to avoid loss of reduction and reduce the cut-out risk. The polymerisation of PMMA during cement setting leads, however, to an exothermic reaction and the development of supraphysiological temperatures may harm the bone and cartilage. This study addresses the issue of heat development during augmentation of subchondrally placed proximal humerus plate screws with PMMA and the possible risk of bone and cartilage necrosis and apoptosis. METHODS Seven fresh frozen humeri from geriatric female donors were instrumented with the proximal humerus interlocking system (PHILOS) plate and placed in a 37°C water bath. Thereafter, four proximal perforated screws were augmented with 0.5 ml PMMA each. During augmentation, the temperatures in the subchondral bone and on the articular surface were recorded with K-type thermocouples. The measured temperatures were compared to threshold values for necrosis and apoptosis of bone and cartilage reported in the literature. RESULTS The heat development was highest around the augmented tips of the perforated screws and diminished with growing distance from the cement cloud. The highest temperature recorded in the subchondral bone reached 43.5°C and the longest exposure time above 42°C was 86s. The highest temperature measured on the articular surface amounted to 38.6°C and the longest exposure time above 38°C was 5 min and 32s. CONCLUSION The study shows that augmentation of the proximal screws of the PHILOS plate with PMMA leads to a locally limited development of supraphysiological temperatures in the cement cloud and closely around it. The critical threshold values for necrosis and apoptosis of cartilage and subchondral bone reported in the literature, however, are not reached. In order to avoid cement extravasation, special care should be taken in detecting perforations or intra-articular cracks in the humeral head.

Benthic foraminifera in Neogene laminated diatom ooze of ODP Hole 138-844C

Several widely correlatable intervals of laminated Thalassiothrix diatom mat deposits occur in Neogene sediments recovered from the eastern equatorial Pacific Ocean. The presence of laminated sediments in extensive areas of the deep open ocean floor raises fundamental questions concerning the cause of preservation of the laminations and the nature of the benthic environment during episodes of mat deposition. Traditional explanations for the preservation of laminations have centered on restriction of dissolved oxygen. Studies of benthic foraminifers through the laminated intervals show no evidence for an increase in absolute or relative abundance of species characteristic of a low oxygen environment, but rather a decrease in relative abundance of infaunal forms attesting to the impenetrability of the diatom meshwork formed by the interlocking Thalassiothrix frustules. These results support evidence from coring of the high tensile strength of the Thalassiothrix laminations suggesting that the diatom meshwork was of sufficient tensile strength and impenetrability to suppress infaunal benthic activity. Comparison of the relative abundances of foraminifers in the enclosing ôbackgroundö sediment of foraminifer nannofossil ooze and the laminated diatom oozes shows that some epifaunal species (e.g., Cibicides spp.) increase in relative abundance within the laminated sediment, whereas others (e.g., Epistominella exigua) show a marked decrease in relative abundance. Other species show more complex changes in abundance related to the occurrence of the laminated sediments, which may indicate a combination of controls that include the physical nature of the substrate and the amount of organic flux.

Geochemistry at DSDP Site 76-533

Bulk X-ray mineralogy of 47 hemipelagic mud and clay samples from the Blake Outer Ridge has revealed that the sediments contain low magnesian calcite, calcian dolomite, ferroan dolomite, and magnesian siderite. Dolomite and siderite are authigenic and occur as rhombohedrons scattered through the sediments, whereas calcite is mostly biogenic. Pliocene dolomitic lenses are made up of interlocking polyhedral grains of ferroan dolomite. The contents of authigenic dolomite and siderite are 3 to 8% in carbonate sediments and 70 to 89% in dolomitic lenses. Dolomite occurs largely in the cores above 192 m sub-bottom depth, whereas siderite occurs in the cores below 87 m. The distribution and occurrence of dolomite and siderite have determined the diagenetic zonation of carbonates as Zone I (dolomitic zone, top-90 m), Zone II (transition zone, 90-180 m), and Zone III (sideritic zone, 180 m-bottom). Measurements of major and minor elements in the untreated total sediment samples and the insoluble residues after digestion in acid-reducing solution have revealed that the soluble fraction concentrates carbonates and ferromanganese associations (Ca, Mg, Sr, Fe, and Mn). Typical "hydrogenous elements" (Co, Cu, Ni, and V) are more concentrated in the insoluble residues rather than in the soluble fraction; the concentrations of these four elements are low and comparable to modern offshore mud, probably because the Site 533 sediments were deposited at a high rate of sedimentation. The contents of Fe2O3 and MnO are somewhat high for rapidly accumulated mud, particularly in the Pliocene sediments (8.09 and 0.26%, respectively, on a Carbonate-free basis). The high Fe and Mn contents are mainly due to the high contribution of the leacheable nonlithogenous fraction; leacheable Fe and Mn originate in the ferromanganese oxide accumulated on the seafloor. Only a small amount of ferric oxide was converted to iron sulfide in the surficial part of Zone I. Most ferromanganese oxide was reduced and precipitated as ferroan dolomite and magnesian siderite in Zones II and III under high alkalinity and high pH conditions in the organic-matter-rich sediments. Fe2+ and Mn2+ in the deeper sediments beneath Zone III possibly migrated upward and concentrated as siderite in Zone III, hence resulting in high contents of Fe and Mn in the Pliocene sediments. Analysis of carbonate zonation on the Blake Outer Ridge has revealed that the zonation is subparallel to the bedding plane rather than to the present seafloor. The sediments at Site 103 on the flank region of the Ridge are lacking Zone I and most of Zone II, probably the result of erosion of the most of the Pleistocene and Pliocene sediments by the enhanced bottom currents during the Pleistocene.

Composition of bioclastic sands, carbonates and pyroclastic rocks of the Great Meteor and Josephine Seamounts, eastern North Atlantic

1. Great Meteor Seamount (GMS) is a very large (24,000 km**3) guyot with a flat summit plateau at 330-275 m; it has a volcanic core, capped by 150-600 m of post-Middle-Miocene carbonate and pyroclastic rocks, and is covered by bioclastic sands. The much smaller Josephine Seamount (JS, summit 170- 500 m w. d.) consists mainly of basalt which is only locally covered by limestones and bioclastic sands. 2. The bioclastic sands are almost free of terrigenous components, and are well sorted, unimodal medium sands. (1) "Recent pelagic sands" are typical of water depths > 600 m (JS) or > 1000 m (GMS). (2) "Sands of mixed relict-recent origin" (10-40% relict) and (3) "relict sands" (> 40% relict) are highly reworked, coarse lag deposits from the upper flanks and summit tops in which recent constituents are mixed with Pleistocene or older relict material. 3. From the carbonate rocks of both seamounts, 12 "microfacies" (MF-)types were distinguished. The 4 major types are: (1) Bio(pel)sparites (MF 1) occur on the summit plateaus and consist of magnesian calcite cementing small pellets and either redeposited planktonic bioclasts or mixed benthonic-planktonic skeletal debris ; (2) Porous biomicrites (MF 2) are typical of the marginal parts of the summit plateaus and contain mostly planktonic foraminifera (and pteropods), sometimes with redeposited bioclasts and/or coated grains; (3) Dense, ferruginous coralline-algal biomicrudites with Amphistegina sp. (MF 3.1), or with tuffaceous components (MF 3.2); (4) Dense, pelagic foraminiferal nannomicrite (MF 4) with scattered siderite rhombs. Corresponding to the proportion and mineralogical composition of the bioclasts and of the (Mgcalcitic) peloids, micrite, and cement, magnesian calcite (13-17 mol-% MgCO3) is much more abundant than low-Mg calcite and aragonite in rock types (1) and (2). Type (3) contains an "intermediate" Mg-calcite (7-9 mol-X), possibly due to an original Mg deficiency or to partial exsolution of Mg during diagenesis. The nannomicrite (4) consists of low-Mg calcite only. 4. Three textural types of volcanic and associated gyroclastic rocks were distinguished: (1) holohyaline, rapidly chilled and granulated lava flows and tuffs (palagonite tuff breccia and hyaloclastic top breccia); (2) tachylitic basalts (less rapidly chilled; with opaque glass); and (3) "slowly" crystallized, holocrystalline alkali olivine basalts. The carbonate in most mixed pyroclastic-carbonate sediments at the basalt contact is of "post-eruptive" origin (micritic crusts etc.); "pre-eruptive" limestone is recrystallized or altered at the basalt contact. A deuteric (?hydrothermal) "mineralX", filling vesicles in basalt and cementing pyroclastic breccias is described for the first time. 5. Origin and development of GMS andJS: From its origin, some 85 m. y. ago, the volcano of GMS remained active until about 10 m. y. B. P. with an average lava discharge of 320 km**3/m. y. The volcanic origin of JS is much younger (?Middle Tertiary), but the volcanic activity ended also about 9 m. y. ago. During L a t e Miocene to Pliocene times both volcanoes were eroded (wave-rounded cobbles). The oldest pyroclastics and carbonates (MF 3.1, 3.2) were originally deposited in shallow-water (?algal reef hardground). The Plio (-Pleisto) cene foraminiferal nannomicrites (MF 4) suggest a meso- to bathypelagic environment along the flanks of GMS. During the Quaternary (?Pleistocene) bioclastic sands were deposited in water depths beyond wave base on the summit tops, repeatedly reworked, and lithified into loosely consolidated biopelsparites and biomicrites (MF 1 and 2; Fig. 15). Intermediate steps were a first intragranular filling by micrite, reworking, oncoidal coating, weak consolidation with Mg-calcite cemented "peloids" in intergranular voids and local compaction of the peloids into cryptocrystalline micrite with interlocking Mg-calcite crystals up to 4p. The submarine lithification process was frequently interrupted by long intervals of nondeposition, dissolution, boring, and later infilling. The limestones were probably never subaerially exposed. Presently, the carbonate rocks undergo biogenic incrustation and partial dissolution into bioclastic sands. The irregular distribution pattern of the sands reflects (a) the patchy distribution of living benthonic organisms, (b) the steady rain of planktonic organism onto the seamount top, (c) the composition of disintegrating subrecent limestones, and (d) the intensity of winnowing and reworking bottom current

Mineralogy of Hawaiian Arch sediments

The mineralogy of both bulk- and clay-sized (<2 µm) fractions of sediments from Holes 842A and 842B of Ocean Drilling Program Leg 136 was determined by X-ray diffraction. The sediments consist of a combination of terrigenous (quartz, plagioclase, smectite, illite, kaolinite, and chlorite), volcaniclastic (augite, plagioclase, and volcanic glass), and diagenetic minerals (smectite, phillipsite, clinoptilolite, and opal-CT). Although biogenic silica (radiolarians and diatoms) is common in near-seafloor (<10 mbsf) sediments, biogenic calcite is rare. Variations with depth in abundances of the terrigenous minerals reflect temporal changes in the flux of eolian material to the site. Volcanogenic material derived from the Hawaiian Islands is present in lithologic Unit 1 (0-19.9 meters below seafloor) both as discrete layers and as finely disseminated silt- and clay-sized material. Volcanic glass is present only in the upper 10 m of the sediment column. In Unit 2 (19.9-35.7 mbsf), increased smectite and zeolite abundances with depth as well as indurated, zeolite-rich layers are thought to be the alteration products of volcanogenic material. The source of this older (late Oligocene to middle Miocene) volcanogenic detritus may be continental volcanism. Microfabrics imaged using back-scattered electron imaging reflect the effects of compaction and diagenesis on sediment porosity and matrix structure. As porosity decreases during burial, the matrix changes from an open, floc-like fabric, to an interlocking network of clay mineral domains, and finally to a dense intergrowth of clay minerals and zeolites. Despite the substantial changes in sediment microfabric and mineralogy, correlations between physical and acoustic properties and mineralogy are weak or absent. The sediment has maintained high porosity (>70%), and water content appears to dominate the sediment's physical character and acoustic response.

Microstructural and mechanical characterization of annealed tungsten (W) and potassium-doped tungsten foils

Here we show that potassium-doped tungsten foil should be preferred to pure tungsten foil when considering tungsten laminate pipes for structural divertor applications. Potassium-doped tungsten materials are well known from the bulb industry and show an enhanced creep and recrystallization behaviour that can be explained by the formation of potassium-filled bubbles that are surrounding the elongated grains, leading to an interlocking of the microstructure. In this way, the ultra-fine grained (UFG) microstructure of tungsten foil can be stabilized and with it the extraordinary mechanical properties of the foil in terms of ductility, toughness, brittle-to-ductile transition, and radiation resistance. In this paper we show the results of three-point bending tests performed at room temperature on annealed pure tungsten and potassium-doped tungsten foils (800, 900, 1000, 1100, 1200, 1300, 1400, 1600, 1800, 2000, 2200, and 2400 °C for 1 h in vacuum). The microstructural assessment covers the measurement of the hardness and analyses of fractured surfaces as well as a comparison of the microstructure by optical microscopy. The results show that there is a positive effect of potassium-doped tungsten foils compared to pure tungsten foil and demonstrate the potential of the doped foil

Hacia un análisis cuantitativo de la Ciudad Informal: una aproximación desde la Habitabilidad Básica y la experiencia en Makeni (Sierra Leona)

La importantísima expansión urbana que sufren las principales ciudades de los países en vías de desarrollo, es el mayor reto que afronta la habitabilidad a nivel mundial. Dentro de la teoría general de la Habitabilidad Básica (HaB-ETSAM-UPM, 1995) la ordenación del territorio y el planeamiento urbanístico son las herramientas determinantes para orientar coherentemente los procesos de urbanización, como se reconoce también desde las principales esferas técnicas a nivel internacional. Pero tales herramientas deben enfocarse a una construcción eficiente del territorio, actuando desde una aproximación multidisciplinar, flexible y directa, que incida en las prioridades específicas de cada contexto. Para ello, resulta fundamental comprender a fondo las realidades específicas de estos ámbitos. La ciudad es un fenómeno complejo en esencia. El tejido construido, en constante proceso de cambio, es el caparazón visible que alberga una maravillosa mezcla entrelazada de espacios, funciones, flujos, personas.... Cada ciudad, diferente y única, se integra en su medio, se adapta a geografías, contextos y climas distintos, evoluciona según dinámicas propias, en incomprensibles (o casi) procesos evolutivos. El estudio de la ciudad, supone siempre una simplificación de la misma. La realidad urbana, por detallado que sea nuestro análisis, siempre contendrá indescifrables relaciones que se nos escapan. En cambio, necesitamos de métodos analíticos que nos ayuden a comprender algo esa complejidad. Acercarnos en ese análisis, es un paso previo fundamental para la formulación de respuestas. En este plano, de avance en la comprensión del hecho urbano, se sitúa este trabajo. Se pone el acento en el enfoque cuantitativo, profundizando en datos básicos concretos, siempre aceptando de partida que esta información es una componente mínima, pero esperamos que sustantiva, de un fenómeno inabordable. Y es esta búsqueda de comprensión material y cuantitativa de la ciudad, el objetivo esencial de la investigación. Se pretende proporcionar una base detallada de aquéllos aspectos fundamentales, que pueden ser medidos en los entornos urbanos y que nos proporcionan información útil para el diagnóstico y las propuestas. Para ello, se aportan rangos y referencias deseables, a través de una herramienta para la comprensión y la valoración de cada contexto, la Matriz de Indicadores. Esta herramienta se concibe desde la reflexión a la aplicación práctica, a la utilidad directa, al aporte concreto para quien pueda servir. Ésta es la voluntad decidida con la que se aborda este trabajo, centrado en los entornos urbanos donde el aporte técnico es prioritario: la Ciudad Informal. La Ciudad Informal, entendida aquí como aquélla que se desarrolla sin los medios suficientes (técnicos, económicos e institucionales) que proporciona la planificación, aquélla por donde la habitabilidad precaria se extiende. Es la ciudad que predomina en los países en vías de desarrollo, en los contextos de bajos recursos, allí donde, precisamente, se concentran los principales déficits y necesidades a nivel global. El enfoque nace de la teoría de la Habitabilidad Básica, de la definición de mínimos posibles para, desde allí, construir el espacio necesario para el desarrollo humano. Éste es el ámbito genérico objeto del trabajo que, a su vez, se nutre, de forma muy importante, de la experiencia directa en la ciudad de Makeni, en Sierra Leona. Esta ciudad nos sirve de prototipo experimental en un doble sentido. Por un lado, sirve como espacio empírico en el que chequear la metodología de valoración cuantitativa; y, por otro, el conocimiento de esta ciudad de tamaño medio africana, que se ha ido adquiriendo en los últimos cinco años, es una base directa para el desarrollo teórico de la propia metodología, que ayuda a atisbar lo esencial en contextos similares. El encaje de todo este recorrido se ha articulado desde una experiencia académica que, como docente, he coordinado directa e intensamente. Experiencia muy enriquecedora, que ha sumado muchas manos y mucho aprendizaje en este tiempo. Teoría y práctica en planeamiento urbano se alternan en el trabajo, nutriéndose la una de la otra y a la inversa. Trabajo que nace desde la pasión por la ciudad y el urbanismo. Desde la búsqueda por comprender y desde la vocación de actuar, de intentar mejorar y hacer más habitables los entornos urbanos. Especialmente allí donde las dificultades se agolpan y el camino se alarga, se llena de polvo. Acumular preguntas a cada paso. Cada vez más preguntas. Las respuestas, si existen, aparecen entrelazadas en dinámicas indescifrables de las que queremos formar parte. Fundirnos por momentos en la misma búsqueda, acompañarla. Sentirnos cerca de quiénes comienzan de cero casi cada día. Y otra vez, arrancar. Y compartir, desde el conocimiento, si acaso es que se puede. Y la ciudad. Brutal, imponente, asfixiante, maravillosa, imposible. Creación colectiva insuperable, de energías sumadas que se cosen sin patrón aparente. O sin más razón que la del propio pulso de la vida. Así se siente Makeni. ABSTRACT The important urban growth suffering major cities of developing countries, is the biggest challenge facing the global habitability. Within the general theory of Basic Habitability (HAB-ETSAM-UPM, 1995) spatial planning and urban planning are the crucial tools to consistently guide the urbanization process, as also recognized from the main technical areas worldwide. But such tools should focus on an efficient construction of the territory, working from a multidisciplinary, flexible and direct approach, that affects the specific priorities of each context. To do this, it is essential to thoroughly understand the specific realities of these areas. The city is essentially a complex phenomenon. The urban fabric in constant flux, is the visible shell that houses a wonderful mixture interlocking spaces, functions, flows, people.... Every city, different and unique, is integrated into its environment, adapted to geographies, contexts and climates, it evolves according to its own dynamics, along (almost) incomprehensible evolutionary processes. The study of the city, is always a simplification of it. The urban reality, even studied from a detailed analysis, always contain undecipherable relationships that escape us. Instead, we need analytical methods that help us understand something that complexity. Moving forward in this analysis is an essential first step in formulating responses. At this level, progressing in understand the urban reality, is where this work is located. The emphasis on the quantitative approach is placed, delving into specific basic data, starting always accepting that this information is just a minimal component, but we hope that substantive, of an intractable phenomenon. And it is this search for materials and quantitative understanding of the city, the main objective of the research. It is intended to provide a detailed basis of those fundamental aspects that can be measured in urban environments that provide us useful information for the diagnosis and proposals. To do this, desirable ranges and references are provided, through a tool for understanding and appreciation of each context, the Indicator Matrix. This tool is conceived from reflection to practical application, to a direct utility, concrete contribution to who can serve. This is the firm resolve with which this work is addressed, centered in urban environments where the technical contribution is a priority: the Informal City. The Informal City, understood here as the urban areas developed without the sufficient resources (technical, economic and institutional) which planning provides, where it is extended the precarious habitability. It is the city that prevails in developing countries, in low-resource settings, where, precisely, the main gaps and needs in the global context are concentrated. The approach stems from the theory of Basic Habitability, the definition of possible minimum, to build the necessary space for human development. This is the generic scope of the work object, that is also based in the direct experience in the town of Makeni, Sierra Leone. This city serves as an experimental prototype in two ways. On the one hand, it serves as a space where empirically check the quantitative assessment methodology; and, secondly, the knowledge of this African city of medium size, which has been acquired in the last five years, is a direct basis for the theoretical development of the methodology itself, which helps to glimpse the essence in similar contexts. The engagement of this whole journey has been articulated from an academic experience, directly and intensely coordinated as teacher. Enriching experience that has added many hands and much learning at this time. Theory and practice in urban planning are mixed at work, enriching the one of the other and vice versa. Work is born from the passion for the city and urbanism. From the search for understanding and from the vocation of acting, trying to improve and make more livable urban environments. Especially where the difficulties are crowded and the road is so long, full of dust. To accumulate questions at every turn. More and more questions. The answers, if do exist, appears inside indecipherable dynamics in which we want to be involved. Merge at times in the same search. Feel close to those who start from scratch almost every day. And again, move forward. And share, from knowledge, if possible. And the city. Brutal, impressive, suffocating, wonderful, impossible. Unsurpassed collective creation, combined energy mix that are sewn with no apparent pattern. Or for no reason other than the pulse of life itself. As it feels the city of Makeni.

Competência do CADE na disciplina antitruste das operações envolvendo fundos de private equity

Este trabalho tem por objeto a análise dos critérios de submissão de atos de concentração envolvendo fundos de investimento para apreciação pelo Conselho Administrativo de Defesa Econômica (CADE), com enfoque nos fundos de private equity. Nos últimos anos os fundos de investimento têm adquirido crescente importância na economia brasileira em setores estratégicos. No entanto, o tratamento pela autoridade antitruste brasileira das operações destes veículos se revela instável resultando em certa insegurança sobre quais devem ser submetidas ao controle de concentrações. Assim, este trabalho propõe uma forma de se acessarem essas operações que ao mesmo tempo atenda aos objetivos visados com o controle das estruturas no Direito Concorrencial brasileiro e não crie obstáculos à atuação destes importantes veículos para a economia moderna. Para tanto, buscou-se respaldo na experiência de países onde a tradição antitruste e o fenômeno analisado são muito mais antigos do que no Brasil. No entanto, uma vez que nem mesmo nestes países a questão está livre de revisões periódicas e alguma controvérsia, este trabalho não tem como pretensão apresentar uma solução definitva para o problema. O primeiro capítulo expõe o objeto de estudo, seu funcionamento e sua importância para a economia. No segundo capítulo são abordados os objetivos do controle de estruturas no Brasil, os critérios de conhecimento de operações pela autoridade concorrencial brasileira e a sua interpretação pelo CADE, notadamente no que toca aos fundos de investimento. No terceiro capítulo são abordadas as ligações estruturais entre concorrentes mais relevantes do ponto de vista concorrencial quando se trata de aquisições perpetradas por fundos de investimento: participações minoritárias e interlocking directorates.

Geological risk assessment of Amtoudi Agadir in southern Morocco: a key case for sustainable cultural heritage

Medieval fortified granaries known as “agadirs” are very common in southern Morocco, being catalogued as world cultural heritage by United Nations. These Berber buildings (made of stones and tree trunks) usually located on rocky promontories, constitute historical testimonials related to the origin of Morocco, and, as tourist attractions, have a positive impact on the local economy. The sustainability of these ancient monuments requires geological-risk evaluations of the massif stability under the agadir with the proposal of stabilization measures, and an architectonic analysis with appropriate maintenance of the structural elements. An interdisciplinary study including climate, seismicity, hydrology, geology, geomorphology, geotechnical surveys of the massif, and diagnosis of the degradation of structural elements have been performed on the Amtoudi Agadir, selected as a case study. The main findings from this study are that the prevalent rocks used for construction (coming from the underlying substratum) are good-quality arkosic sandstones; the SW cliffs under the agadir are unstable under water saturation; some masonry walls are too thin and lack interlocking stones and mortar; and failures in the beams (due to flexure, fracture, and exhaustion in the resistance due to insect attacks or plant roots) are common. The basic risk assessment of ancient buildings of cultural heritage and their geologic substratum are needed especially in undeveloped areas with limited capacity to implement durable conservation policies. Therefore, recommendations have been provided to ensure the stability and maintenance of this important archaeological site.

Study of monopoly power.

Emanuel Celler, chairman.

The Battersea Shield

2 ft. 6 19/32 in.x 1 ft. 2 1/16 in.; repoussé, bronze and glass

The Battersea Shield: detail

Metalwork, Celtic; repoussé, bronze and glass