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Relevant bibliographies by topics / Part basement

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Academic literature on the topic 'Part basement'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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Journal articles on the topic "Part basement"

1

Martins, Cristiano M., Williams A. Lima, Valeria C. Barbosa, and João B. Silva. "Total variation regularization for depth-to-basement estimate: Part 1 — Mathematical details and applications." GEOPHYSICS 76, no. 1 (2011): I1—I12. http://dx.doi.org/10.1190/1.3524286.

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We have developed an inversion approach that estimates the basement relief of a fault-bounded sedimentary basin. The sedimentary pack is approximated by a grid of 3D or 2D vertical prisms juxtaposed in the horizontal directions of a right-handed coordinate system. The prisms’ thicknesses represent the depths to the basement and are the parameters to be estimated from the gravity data. To obtain depth-to-basement estimates, we introduce the total variation (TV) regularization as a stabilizing function. This approach lets us estimate a nonsmooth basement relief because it does not penalize sharp features of the solution. We have deduced a compact matrix form of the gradient vector and the Hessian matrix of the approximation to the TV function that allows a regularized Gauss-Newton minimization approach. Because the Hessian matrix of the approximation to the TV function is ill conditioned, we have modified this Hessian matrix to improve its condition and to accelerate the convergence of the Gauss-Newton algorithm. Tests conducted with synthetic data show that the inversion method can delineate discontinuous basements presenting large slips or sequences of small-slip step faults. Tests on field data from the Almada Basin, Brazil, and from the San Jacinto Graben, California, U.S.A., confirm the potential of the method in detecting and locating in-depth normal faults in the basement relief of a sedimentary basin.

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Bleeker, Wouter, John WF Ketchum, Valerie A. Jackson, and Michael E. Villeneuve. "The Central Slave Basement Complex, Part I: its structural topology and autochthonous cover." Canadian Journal of Earth Sciences 36, no. 7 (1999): 1083–109. http://dx.doi.org/10.1139/e98-102.

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New field and geochronological data are used to define the distribution of Mesoarchean basement rocks in the south-central Slave Province. This distribution reflects a single contiguous basement terrane that we propose to call the Central Slave Basement Complex. It shows a structural topology that is internally consistent and compatible with known regional folding and faulting events. A sample of a proposed basement gneiss below the Courageous Lake greenstone belt, central Slave Province, has been dated by U-Pb methods and yields an age of 3325 ± 8 Ma, consistent with the new basement distribution. This sample also contains 2723 ± 3 Ma metamorphic zircon and ca. 2680 Ma titanite. The Central Slave Basement Complex is overlain by a thin, discontinuous, but distinctive cover sequence that includes minor volcanic rocks, clastic sedimentary rocks, and banded iron formation. All previously known and some new occurrences of this distinctive cover sequence occur in the immediate stratigraphic hanging wall of the Central Slave Basement Complex, locally overlying a preserved in situ unconformity. We propose to call this post-2.93 Ga cover sequence the Central Slave Cover Group. It is perhaps best typified by detrital chromite-bearing, fuchsitic quartzites. Formal formation names are proposed for the spatially separate occurrences of the Central Slave Cover Group. Detrital zircon ages are presented for one of the formations of the Central Slave Cover Group, the Patterson Lake Formation, which occurs on the western flank of a local basement culmination known as the Sleepy Dragon Complex. The detrital zircon data provide evidence for two discrete basement sources dated at ca. 2943 Ma and ca. 3147-3160 Ma. These detrital ages reinforce the depositional link between the Central Slave Cover Group and underlying crystalline rocks of the Central Slave Basement Complex.

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ARRAGONI, S., L. P. FERNÁNDEZ, A. CUESTA, M. MAGGI, P. CIANFARRA, and F. SALVINI. "Origin of exotic clasts in the Central-Southern Apennines: clues to the Cenozoic fold-and-thrust collisional belt in the Central Mediterranean area." Geological Magazine 155, no. 2 (2017): 479–505. http://dx.doi.org/10.1017/s0016756817000930.

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AbstractThe Central-Southern Apennines are the result of the collision between Europe and Africa. Despite the volume of existing literature, many problems remain unsolved such as the presence of Tertiary conglomerates containing exotic basement clasts. The lack of basement rocks in the Central-Southern Apennines implies that the origin of these clasts has to be sought in areas where the basement is extensively exposed. These include the Calabro–Peloritani arc and the Sardinia–Corsica block, which in Cenozoic time were connected to the Central-Southern Apennines. In this work we present the results of sedimentary, geochemical and petrographic analyses performed on the exotic basement-derived clasts. These analyses include lithological, major- and minor-element and rare Earth element compositions which are compared to analogous rocks from Calabria and Sardinia basements. Results indicate Eastern Sardinia as the primary source area for the studied conglomeratic units, linking the Central-Southern Apennines sedimentary cover to the Mesozoic carbonates of Eastern Sardinia prior to the opening of Tyrrhenian Sea. The Cilento unit (Campania) was directly fed by an uplifting Cenozoic orogen, and the Filettino, Gavignano (Latium) and Ariano Irpino (Campania) units were produced by the successive reworking of ‘Cilento-like’ sedimentary units. These results may imply that part of the Central-Southern Apennines represented a portion of the European margin of the Tethys.

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Gusat, Dorel, and Ioan Bud. "MODELLING THE WASTE DISPOSAL DEPOSIT – (PART II)." Scientific Bulletin Series D : Mining, Mineral Processing, Non-Ferrous Metallurgy, Geology and Environmental Engineering 33, no. 2 (2019): 27–37. http://dx.doi.org/10.37193/sbsd.2019.2.04.

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This paper is part II and a continuation of the scientific research conducted on the modeling and simulation of the state of tensile strengs on a municipal landfill basement and it's body. The properties of the proposed materials in the body of the deposit and the stability calculations performed on them are presented.

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MARCHAND, S. P. "A DEEP BASEMENT IN ALDERSGATE STREET, LONDON. PART 2: CONSTRUCTION." Proceedings of the Institution of Civil Engineers - Civil Engineering 97, no. 2 (1993): 67–76. http://dx.doi.org/10.1680/icien.1993.23259.

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Polishchuk, Anatolii, Arkadii Petukhov, and Aleksandr Tarasov. "Reconstruction of basement part of the administrative and trade building." PNRPU Construction and Architecture Bulletin 2 (2015): 130–60. http://dx.doi.org/10.15593/2224-9826/2015.2.10.

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Olawuyi, Ayodele Kehinde. "Hydrogeophysical investigation for the aquifers in part of Ilorin, Central Nigeria: Implication on groundwater prospect." Tanzania Journal of Science 47, no. 2 (2021): 520–34. http://dx.doi.org/10.4314/tjs.v47i2.10.

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Hydrogeophysical study involving the use of Vertical Electrical Sounding (VES) was carried out in part of the basement complex rocks of Ilorin, central Nigeria, with the aim of determining its geoelectric parameters and groundwater potential. A total of thirty (30) VES were carried out using Schlumberger electrode configuration, with half electrode separation (AB/2) varying from 1m to 100m. Information on the subsurface lithologies, overburden thickness and aquiferous layers were obtained from the different VES locations in the study area. From the quantitative interpretations of the data collected, using the method of curve matching with the Orellana-Mooney master curves and 1-D forward modeling with WinResist 1.0 version software, three to five lithologic units were identified in the study. These include: the topsoil, sandy/lateritic clay/laterite, the weathered basement, the fractured basement and the fresh bedrock which are predominantly of the ‘KH’ curve type (30%), followed by ‘H’ type (26.7%), other type curves include ‘QH’ (16.7%), ‘HKH’, ‘HA’ and ‘A’ (6.7% each) and KQ and KQH (3.3% each). The weathered layer and the fractured basement constitute the main aquifer units. The aquifers are of generally low resistivity values (mostly below 100 Ω-m). The depths to dry bedrock at the chosen VES locations vary from 2.7 to 62.7 m with a mean value of 13.02 m in the study area. The geoelectrical interpretations of data obtained in these areas have permitted the delineation of the study area into low and moderate groundwater potential zones. This study is expected to assist in future planning for groundwater resources. Keywords: Hydrogeophysical, Basement Complex, Groundwater, Electrical Soundings, Weathered, Fractured

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Ervin, M. C., and J. R. Morgan. "Groundwater control around a large basement." Canadian Geotechnical Journal 38, no. 4 (2001): 732–40. http://dx.doi.org/10.1139/t01-011.

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Melbourne's Crown Casino was constructed on a site bordering the Yarra River and underlain by problem soils of the Coode Island Silt Formation. The development needed to provide two levels of basement car park over the entire site. An innovative approach to groundwater control around the excavation was required to avoid depressurisation of adjoining soils, leading to settlements. Analysis showed a conventional bentonite cut-off wall would still allow depressurisation by lateral flow through the Coode Island Silt during the construction period. The high cost and construction difficulty of a very low permeability wall mitigated against it. An hydraulic wall was proposed in conjunction with a conventional cut-off wall. This comprised a curtain of wick drains surrounding the cut-off wall and charged with water. Control of seepage through an underlying aquifer by a cut-off wall was considered, but a more cost-effective method using recharge by wells was adopted when shown necessary. Monitoring of groundwater pressures around the site showed that the maximum change in water pressure was less than 1 m head, the design criterion. Part way through construction, recharge was initiated when monitoring of the deep aquifer showed pressure reduction attributed to vertical leakage through a basalt tongue.Key words: excavation, basements, groundwater, clays, settlement, monitoring.

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Kusionowicz, Teresa. "The basement of residential buildings as part of radon preventive measures." E3S Web of Conferences 49 (2018): 00064. http://dx.doi.org/10.1051/e3sconf/20184900064.

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The Directive 2013/59/Euratom was adopted by the Council of the European Union in 2013. It lays down basic safety standards for protection against the dangers from exposure to ionising radiation. The directive obliges our country to adopt the laws, regulations and administrative provisions necessary for its implementation. According to research conducted by the Institute of Nuclear Physics in Kraków, radon constitutes the largest source of ionising radiation a resident of our country is exposed to. Its share reaches almost 40% of the annual dose. Inhalation of radon and products of its decay in rooms constitutes a significant part of the dose of ionising radiation whose source is radon. Residential premises are the rooms in which we spend nearly 60% of our life in our climate zone. Environmental studies conducted in these rooms demonstrate that the concentration of radon in their interior is in many cases greater than its concentration outside the building. This issue is dealt with in Article 74 of the Directive 2013/59/Euratom. It recommends taking action to prevent long-term health risks resulting from exposure to radon in residential and public premises. Architectural and construction solutions applied in buildings play a significant role in the prevention of such dangers. One of the radon preventive measures in the indoor environment is the design of basements in residential buildings.

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Feininger, Tomas. "Allochthonous terranes in the Andes of Ecuador and northwestern Peru." Canadian Journal of Earth Sciences 24, no. 2 (1987): 266–78. http://dx.doi.org/10.1139/e87-028.

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In Ecuador and northwestern Peru the Andes and adjacent country, particularly on the Pacific side, are composed of at least five distinctive geologic terranes. The terranes are distinguished from one another and from cratonic South America to the east by dissimilar basements, cover rocks, intrusive rocks, and Bouguer gravity anomaly fields.The Piñón terrane, occupying most of coastal Ecuador, has a basaltic basement characterized by the largest known on-land positive Bouguer anomalies in the western hemisphere. The Tahuín terrane occupies most of northwestern Peru and the southwestern corner of Ecuador. The terrane has an especially complex basement and is the site of generally positive Bouguer anomalies. The small Birón terrane has an unusual basement composed in part of cordierite gneiss and amphibolite that give consistent Late Cretaceous K – Ar mineral ages. The wedge-shaped Chaucha terrane lies in part on the western Andean slope, between the oceanic Piñón terrane on the north and the continental Birón terrane on the south. The vast Santiago terrane composes the high Andes of southern Ecuador and northwestern Peru. It is the site of the unique Santiago Formation, a thick succession of Lower Jurassic limestones found nowhere else in the region.Geologic and geophysical evidence supports the view that the five terranes are parautochthonous or allochthonous fragments emplaced against cratonic South America from Middle Jurassic to Late Eocene time. Continental-border subduction alone (at the so-called "Andean margin") may have been an inadequate engine for orogeny. Additional allochthonous terranes perhaps await identification at other places along the Andes. Whether the emplacement of allochthonous terranes has been an important process elsewhere in the tectonic development of the Andes remains to be established. Geologic mapping on the oceanward western border of the Andean orogen, studies of basement petrology and chronology, and paleomagnetic studies are particularly needed.The distribution of mineral deposits (including petroleum) in Ecuador and northwestern Peru is not uniform but is instead related spatially to the five terranes and cratonic South America. This relationship can be useful to prospectors.

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Dissertations / Theses on the topic "Part basement"

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Filipan, Rhonda S. "Shouting from the Basement and Re-Conceptualizing Power: A Feminist Oral History of Contingent Women Faculty Activists in U.S. Higher Education." Kent State University / OhioLINK, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=kent1394049837.

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Vaněček, František. "Novostavba bytového domu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226774.

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The proposed apartment building including a fixed level pavement, parking spaces and a driveway is situated on land number 723/213 and 723/184 (farm land) which is located in the southeastern part of the town Horní Stropnice along the main road towards Trhove Sviny. The apartment block has been designed as a four storey building for small and larger families in 14 seperate apartments (4 apartments each on the first, second and third floors and 2 apartments, hair salon and office on the ground floor) without any basement. The key construction feature is a wall system based on basic bands of simple concrete with a concrete mounted ceiling and a roof truss with gable roof tiles at an angle of 35°. There will be 14 apartments in total (14x 3+kitchen unit). The apartment windows will have sufficient sunlight and silencing. The main entrance, covered with a concrete porch roof, will be west facing. Each apartment will be constructed around the entrance foyer, which connects the main living quarters consisting of a combined kitchen dining room, living room , toilet, bathroom, (including bath, sink, washing machine), bedroom and one or two children's room, (depending on the size of the apartment). Ground floor terraces and 1st to 3rd floor balconies will be accesed via the living rooms. There will be a technical room on the ground floor which will have two gas boilers, a hot water cylinder, central heating distribution, sewer and some individual storage space for each apartment. The space under the staircase will serve as storage for prams or bicycles. The hair salon and building office will be built in the entrance foyer, which will include a public convenience for visitors and an entrance to the visitor's waiting room, guest rooms, individual work rooms all of which will be ready for use. A new asphalt road will enable access to the new apartment block and the neighbouring apartment block on land number 723/13.

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Schwarzová, Klára. "Horský penzion s restaurací." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227442.

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It is a mountain inn with restaurant, situated in the village Pstruží. The building has a footprint L. partial basement and has two floors. The object is divided into a public part and the operating part, which is the operation of the restaurant. The roof is pitched with a slope of 35 °. On the second floor are offices leadership pension. In the basement there is a technical background.

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Zuczek, Jan. "Stavba horského hotelu na bázi dřeva." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240306.

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The subject of my thesis is the design of new mountain hotel based on wood, which is located at the top of Little Maple, cadastral area Trinec-Tyra, the city of Trinec, Frydek-Mistek level documentation for construction. The building has a partial basement, with three floors. The supporting system consists of three structural systems. The structural system consists of basement formwork, the first floor is made of ceramic blocks heluz, second and third floor is designed as a timber frame panel. Roof structure is made up of lattice wood trusses and gabled aisle. Proposal mountain hotel respects the territorial plan of Trinec. Furthermore, emphasis is placed on the layout, including ensuring the design to the static, architectural, energy savings and safety in the use of the building.

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Chlebíková, Monika. "Sportovní centrum v Hodoníně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226197.

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This is a proposal of a detached building sports center with squash courts and a café. The building's basement, with two floors. Ground plan of the building is composed of two rectangles. The second floor is only over part of the building. Above the squash courts is a roof of wooden trusses and load-bearing part of the skeletal system consists of brick walls. The structural system of the building is brick system Porotherm, ceilings Spiroll. The building is covered single layer flat roof, and has a ventilated facade.

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Hamplová, Adéla. "Polyfunkční dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392156.

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The project deals with design of a multifunctional house. The object is situated in the city called Hořice in Hradec Králové region. Terrain of the land is flat. The building consists of a basement and four floors and it has a rectangular plan. There are four shops and ten dwelling units in the house. Layout of the units is three rooms plus one room. Above one part of thrid floor is a flat roof which is made of concrete tiles and vegetation. It serves for relaxing.

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Slomek, Jakub. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226666.

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Master's thesis "Office building" is developed in the form of project documentation containing requirements according to applicable regulations. The proposed facility is located in Brno, in Židenice district. It's a three story building with flatroof and no basement. On the ground floor there are cafe, reception, technical facilities, offices and meeting rooms. Another offices and meeteng rooms are proposed in the second and the third floor.

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Štolfa, Marek. "Bytový dům s občanskou vybaveností." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226171.

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Thesis "Apartment building with amenities" is developed in the form of project documentation containing all requirements according to applicable regulations. The proposed facility is located in Brno, in Stránice district. It is a four story building with flat roof and no basement. On the ground floor there are medical center, technical facilities and clubrooms. Housing units are proposed in the second to the fourth floor.

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Románek, Michal. "Mateřská škola ve Zlíně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240431.

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The subject of this thesis is a new building of kindergarten in Zlin-Malenovice. It is a two-storey building without a basement and with a flat roof. For the construction was chosen flat land amidst residential area with good access. One of the main goals is to create a functional layout for daily operation. Kindergarten consists of four departments, each with capacity of 20 children. The building also has a kitchen, where hot meals will be prepared. The building is made of sand-lime bricks and it is based on footings. A car park for parents and kindergarten staff will also be built on the property.

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Růžička, Jiří. "Polyfunkční koncový dům v Karlových Varech." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265694.

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The project solves a multifunctional Duma building in a vacant lot, contemplated the construction site is located in Carlsbad, in the street Vyhlíce. This is a protected site spa. Part of the project's layout and structural design of the house. It is a six-storey house with an attic and a basement floor. It is designed as a free-standing in the gap as the final house. The layout is divided into two complete units with their own input. There are spaces for business and residential units for permanent housing. Part of the living area are also room house equipment. Inputs to both parts are wheelchair accessible. The house is not wheelchair The house is designed as a brick building of brick masonry Porotherm the module dimensions of 250 (125) mm with reinforced concrete ceilings. Roofed by a hipped roof. The house is located on a private plot of 519 m2 built-up area of 221 m2. The land is gently sloping. The main orientation of the building to the cardinal's east and west. The south wall is adjacent to the neighboring house.

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Books on the topic "Part basement"

1

Gilboy, C. F. Basement geology, part of the Cree Lake (South) area: Part of NTS area 74G. Saskatchewan Energy and Mines, Saskatchewan Geological Survey, 1985.

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2

Cui, Zhao, Neil Turner, and Ming-hui Zhao. Antiglomerular basement membrane disease. Edited by Neil Turner. Oxford University Press, 2018. http://dx.doi.org/10.1093/med/9780199592548.003.0073_update_001.

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Cyclophosphamide and plasma exchange are the standard of care in rapidly progressive glomerulonephritis or lung haemorrhage caused by antiglomerular basement membrane (anti-GBM) disease, and it is unusual to encounter patients at earlier stages. Steroids are universally used in addition. There is some evidence that plasma exchange may not be a critical part of treatment at an earlier stage. There is no more than anecdotal evidence for other therapies. Slower-onset therapies such as antibodies to B cells are rarely appropriate. If untreated, patients with severe anti-GBM disease will not recover renal function and are at risk of pulmonary haemorrhage. Evidence for the pathogenicity of circulating anti-GBM antibodies provides rationale for removal of circulating antibodies as rapidly as possible, whilst simultaneously inhibiting their synthesis. This was behind the introduction of the combination of plasma exchange with immunosuppressive therapy in mid 1970s, which revolutionized outcomes. Plasmapheresis aims to remove circulating pathogenic antibodies against GBM and possibly other mediators; cyclophosphamide prevents further synthesis of autoantibodies; and steroids act as anti-inflammatory agents to attenuate the glomerular inflammatory response initiated by anti-GBM antibodies. It is clear from experimental models and occasional observations in man that the anti-cell mediated effects of current therapies are important too. Outcomes vary, but in general patient survival is now good, while renal survival remains poor, in many series less than 50% at 1 year. Treatment is toxic and after an early peak in deaths due to pulmonary haemorrhage, secondary infections are the next threat. It may therefore be best not to immunosuppress patients with a very poor renal prognosis who appear to be at low risk of pulmonary haemorrhage. Treatment can usually be curtailed after 3 months without recurrence. ANCA and anti-GBM antibodies occur together in some patients. This is typically an older group which often has features of vasculitis, and the anti-GBM response may often be secondary. Longer treatment as for small vessel vasculitis is usually indicated.

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In the Basement of the Ivory Tower: Confessions of an Accidental Academic. Penguin, 2011.

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Urbaniec, Andrzej, Łukasz Bajewski, and Aleksander Wilk. Geological structures mapping of the marginal part of the Outer Carpathians and their basement (SE Poland) based on reprocessing and reinterpretation of 2D seismic profiles. Instytut Nafty i Gazu - Państwowy Instytut Badawczy, 2018. http://dx.doi.org/10.18668/pn2018.219.

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Heidet, Laurence, and Marie Claire Gubler. Nail patella syndrome. Edited by Neil Turner. Oxford University Press, 2018. http://dx.doi.org/10.1093/med/9780199592548.003.0326_update_001.

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Nail patella syndrome can be recognized by its characteristic nail dystrophy and symmetrical skeletal abnormalities. Proteinuric renal disease is a variable part of the syndrome, usually mild but causing end-stage renal failure in up to 10%. An association with glaucoma has been recognized and this should be screened for. Underlying gene mutations are in a LIM homeodomain-containing transcription factor LMX1B, which seems to influence production of basement membrane proteins and other podocyte gene products.

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Davies, Emily. Bullous disorders. Edited by Patrick Davey and David Sprigings. Oxford University Press, 2018. http://dx.doi.org/10.1093/med/9780199568741.003.0252.

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This chapter focuses on immunobullous diseases. The immunobullous disorders are a group of diseases in which pathogenic autoantibodies bind to target antigens either in desmosomes (intra-epidermal intracellular adhesion junctions) or in part of the basement membrane zone, resulting in loss of adhesion, and blister formation. This chapter will focus on pemphigus vulgaris, pemphigus foliaceus, bullous pemphigoid, linear IgA disease, chronic bullous disease of childhood, and dermatitis herpetiformis; it will also mention mucous membrane pemphigoid, pemphigoid gestationis, and epidermolysis bullosa acquisita.

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Kriz, Wilhelm. Podocyte loss as a common pathway to chronic kidney disease. Edited by David J. Goldsmith. Oxford University Press, 2015. http://dx.doi.org/10.1093/med/9780199592548.003.0139.

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Experimental studies show that podocyte death first causes focal scars, but beyond approximately 40% loss is lethal to a glomerulus. Podocytes have limited ability to regenerate, although some degree of replacement may occur from stem cells located near the urinary pole of Bowman’s capsule. It is not yet known whether this plays a significant part in ameliorating damage in disease processes. In one interpretation, foot process effacement may be seen as an adaptation by the podocyte to remain attached to the glomerular basement membrane after injury, at the expense of proteinuria. Podocyte dysfunction is closely associated with proteinuria, which in turn is strongly associated with progressive loss of glomerular filtration rate. Continuing podocyte damage and loss could therefore account for progressive renal disease. In this hypothesis, drugs that protect against progression of renal disease may have their primary protective effects on podocytes themselves, rather than or as well as on haemodynamic factors or on fibrotic processes.

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Powell, Jenny. Normal skin function. Edited by Patrick Davey and David Sprigings. Oxford University Press, 2018. http://dx.doi.org/10.1093/med/9780199568741.003.0243.

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In simplest terms, our skin is a layer that separates and protects us from the external environment. This assumes the skin is a passive covering to keep the insides safe and the outside out, and overlooks its enormous complexity. The skin is our largest organ and is constantly regenerating, but how efficiently it does so depends on a number of factors, some known, others unknown. It is an efficient mechanical barrier (designed for wear and repair), and a complex immunological membrane. It has a generous vascular, lymphatic, and nervous supply, all covering a considerable area. It has specialist structural and functional properties relating to specific areas, but also specialist cells within the layers of the skin. Most importantly, skin is the organ of display, an important part of social and sexual behaviour, immediately accessible to all, and often regarded as a barometer of the general state of health. Permanent scars inflicted on the skin may be a cause of great distress to the patient. Skin consists of a superficial layer, ‘the epidermis’ (concerned with producing protective keratin and a pigment called melanin), which adheres closely to the deeper layer, ‘the dermis’ (which provides the strength of the skin and houses the appendages), via the basement membrane. Loose connective tissue and fat underlie the dermis.

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Como Aprovechar Espacio En El Garaje, En El Atico Y En El Sotano/Garage, Attic & Basement Storage (Colleccion "Sunset-Trillas). Editorial Trillas S.A. De C.V., 1996.

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10

Messer-Kruse, Timothy. From Red to Black. University of Illinois Press, 2017. http://dx.doi.org/10.5406/illinois/9780252037054.003.0003.

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This chapter looks back to how, over the course of a decade, Chicago's “communists” had gone from counseling their followers to avoid violent confrontations to planning them. This evolution of tactics rested on an even more fundamental shift in outlook and social theory. In 1877 when leaders of the Workingmen's Party acted to restrain mob violence, they did so in the belief that industrial change would come about through the steady growth of trade unions and the gradual raising of the working class's consciousness. But in 1886 the men in Greif's basement were skeptical that trade unions could ever deliver more than a few extra crumbs to the workingman's table and had come to believe that workers were ready for violent class struggle. Between the one outlook and the other was a wholesale shift in the socialist movement that began in Europe and swept into America.

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Book chapters on the topic "Part basement"

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Lefort, Jean-Pierre. "The Submerged Part of the Caledonian-Appalachian Mobile Belt." In Basement Correlation Across the North Atlantic. Springer Berlin Heidelberg, 1989. http://dx.doi.org/10.1007/978-3-642-73350-5_3.

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Lefort, Jean-Pierre. "The Submerged Part of the Ligerian (Eo-Hercynian)-Acadian Mobile Belt." In Basement Correlation Across the North Atlantic. Springer Berlin Heidelberg, 1989. http://dx.doi.org/10.1007/978-3-642-73350-5_5.

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Lefort, Jean-Pierre. "The Submerged Part of the Hercynian-Alleghanian Foldbelt on the North Atlantic Margins." In Basement Correlation Across the North Atlantic. Springer Berlin Heidelberg, 1989. http://dx.doi.org/10.1007/978-3-642-73350-5_7.

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Lefort, Jean-Pierre. "The Submerged Part of the Laurentian Basement: Former Western Margin of the Iapetus Ocean." In Basement Correlation Across the North Atlantic. Springer Berlin Heidelberg, 1989. http://dx.doi.org/10.1007/978-3-642-73350-5_2.

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Basheleishvili, L. B. "Structural Associations of the Basement and Sedimentary Cover of the Georgian Part of the Caucasus." In Proceedings of the International Conferences on Basement Tectonics. Springer Netherlands, 1999. http://dx.doi.org/10.1007/978-94-011-4800-9_2.

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Young, I., L. Ailles, S. Aubin, and R. Kisilevsky. "The Basement Membrane Form of Heparan Sulfate Proteoglycan is Part of Human IAPP Amyloid Deposits in the Islets of Langerhans." In Amyloid and Amyloidosis 1990. Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3284-8_85.

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Kayode, John Stephen, Mohd Nawawi Mohd Nordin, and Khiruddin Abdullah. "Subsurface Structural Pattern Distributions of the Magnetic Anomalies in Part of the Nigerian South-Western Precambrian Basement Complex for Sustainability." In Space Science and Communication for Sustainability. Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-6574-3_17.

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Brennan, D. J., and Sam Thompson. "Oil and gas exploration wells drilled to Precambrian basement in southeastern Arizona and southwestern New Mexico." In Tectonics of the Eastern Part of the Cordilleran Orogenic Belt, Chihuahua, New Mexico and Arizona: El Paso, Texas to Tucson, Arizona June 29–July 4, 1989. American Geophysical Union, 1989. http://dx.doi.org/10.1029/ft121p0064.

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Singh, K. P., Naval Kishore, Naresh Tuli, R. S. Loyal, Mandeep Kaur, and Jasbir Kaur Taak. "Uranium Contamination of Groundwater in Southwest Parts of Punjab State, India, with Special Reference to Role of Basement Granite." In Springer Hydrogeology. Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-4552-3_7.

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Ueda, Hayato, Kiyoaki Niida, Tadashi Usuki, et al. "Seafloor Geology of the Basement Serpentinite Body in the Ohmachi Seamount (Izu-Bonin Arc) as Exhumed Parts of a Subduction Zone Within the Philippine Sea." In Accretionary Prisms and Convergent Margin Tectonics in the Northwest Pacific Basin. Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-90-481-8885-7_5.

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Conference papers on the topic "Part basement"

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Stogny, G. A., and V. V. Stogny. "Structure of the Northern Part Yakutian Diamond Province Crystalline Basement." In 2nd EAGE St Petersburg International Conference and Exhibition on Geosciences. European Association of Geoscientists & Engineers, 2006. http://dx.doi.org/10.3997/2214-4609-pdb.20.p152.

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Singh, Parmjit, Husain Riyasat, and Abdul Aziz H. Sajer. "Magnetically Inferred Basement Structures in the Central Part of the Kuwait Arch." In GEO 2010. European Association of Geoscientists & Engineers, 2010. http://dx.doi.org/10.3997/2214-4609-pdb.248.325.

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Deru, Michael P., and Allan T. Kirkpatrick. "Ground-Coupled Heat and Moisture Transfer From Buildings: Part 2 — Application." In ASME 2001 Solar Engineering: International Solar Energy Conference (FORUM 2001: Solar Energy — The Power to Choose). American Society of Mechanical Engineers, 2001. http://dx.doi.org/10.1115/sed2001-110.

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Abstract In this paper the effects of moisture on the heat transfer from two basic types of building foundations, a slab-on-grade and a basement, are examined. A two-dimensional finite element heat and moisture transfer program is used to show the effects of precipitation, soil type, foundation insulation, water table depth, and freezing on the heat transfer from the building foundation. Comparisons are made with a simple heat conduction model to illustrate the dependency of the soil thermal conductivity on moisture content.

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Kotsiashau, H., S. N. Guzik, V. Tkachou, and N. Navichkova. "Perspectives of Hydrocarbon Prospecting in Crystalline Basement Rocks in Northeastern Part of Prypiat Trough." In 2nd EAGE St Petersburg International Conference and Exhibition on Geosciences. European Association of Geoscientists & Engineers, 2006. http://dx.doi.org/10.3997/2214-4609-pdb.20.p203.

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Svetislav, M., and L. Slobodan. "Geo-Tectonic Review of Tertiary Basement in South Part of Pannonian Basin and Co2 Deposits." In 59th EAGE Conference & Exhibition. European Association of Geoscientists & Engineers, 1997. http://dx.doi.org/10.3997/2214-4609-pdb.131.gen1997_p513.

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Branco, R., Karen Oliveira, Fabiano da Silva, and Jonathan Castelo Branco. "Mapping the basement architecture using MT data across a coastal part of Borborema Province, NE Ceará-Brazil." In International Congress of the Brazilian Geophysical Society&Expogef. Brazilian Geophysical Society, 2019. http://dx.doi.org/10.22564/16cisbgf2019.118.

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Wróbel, M., D. Więcław, P. Kosakowski, and M. J. Kotarba. "Petroleum System of the Palaeozoic - Mesozoic Strata in the Basement of Central Part of the Polish Carpathians." In 74th EAGE Conference and Exhibition incorporating EUROPEC 2012. EAGE Publications BV, 2012. http://dx.doi.org/10.3997/2214-4609.20148200.

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Gyoneva, Lazarina, Mohammad F. Hadi, Yoav Segal, Kevin D. Dorfman, and Victor H. Barocas. "Role of Lateral Interactions in Type IV Collagen Network Mechanics." In ASME 2013 Summer Bioengineering Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/sbc2013-14625.

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The basement membrane is a specialized part of the extra-cellular matrix. It is usually characterized as a scaffold for epithelial cells but in some tissues it serves other, mechanical, roles [1]. The mechanical properties of the basement membrane are mainly determined by one of its main constituents — type IV collagen. Unlike the well-known fibrous type I collagen, collagen IV assembles into planar networks (Fig. 1) [2]. The α 1(IV) and α 2(IV) collagen IV chains assemble into the so-called major chain network, present in all basement membranes. The α 3(IV), α 4(IV), α 5(IV) collagen IV chains form the minor chain network which is found only in the adult basement membranes of the kidney glomerular capillaries (GBM), ocular lens (LBM), cochlea, and the testes [3]. The minor chains have a higher number of cysteine residues, allowing them to form a higher number of lateral interactions. In the minor chain network, the greater potential to interact laterally manifests in the formation of super-coils, which are rarely observed in the major chain network [4]. Increasing the number of cross-links in a polymeric material is known to increase material stiffness; therefore, it is believed that the minor chain network confers basement membranes with additional strength and stability [5]. In the hereditary disease Alport syndrome, a mutation causes the absence of the minor chain network. The GBM and LBM of Alport patients appear weakened and unable to meet their mechanical demands, further supporting this theory [6]. The objective of this study was to evaluate the importance of cross-linking in the minor chains for the mechanical properties of type IV collagen networks, specifically in the GBM and LBM where the absence of the minor chains has an observed mechanical effect.

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Barr, Sandra M., Brent V. Miller, and Chris E. White. "TONIAN ALKALI ANORTHOSITE, FERRONORITE, AND GABBRO IN THE LOWER COVERDALE PLUTONIC SUITE, SOUTHERN NEW BRUNSWICK, CANADA: AN AMAZONIAN PART OF GANDERIAN BASEMENT?" In Joint 69th Annual Southeastern / 55th Annual Northeastern GSA Section Meeting - 2020. Geological Society of America, 2020. http://dx.doi.org/10.1130/abs/2020se-344175.

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Singh, Bijendra, D. CH V. Raju, B. Nageswara Rao, and S. Purushotham. "Analysis of gravity and magnetic fields over a part of Krishna-Godavari basin, India-inference on structures and nature of the basement." In Istanbul 2012 - International Geophysical Conference and Oil & Gas Exhibition. Society of Exploration Geophysicists and The Chamber of Geophysical Engineers of Turkey, 2012. http://dx.doi.org/10.1190/ist092012-001.72.

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Reports on the topic "Part basement"

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Baragar, W. R. A. Archean basement underlying Paleoproterozoic Cape Smith Belt: part of Povungnituk map area NTS 35-C. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2015. http://dx.doi.org/10.4095/296432.

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Stern, R. A., C. D. Card, D. Pana, and N. Rayner. SHRIMP U-Pb ages of granitoid basement rocks of the southwestern part of the Athabasca Basin, Saskatchewan and Alberta. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2003. http://dx.doi.org/10.4095/214595.

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Smith, M. C. The furnace in the basement: Part 1, The early days of the Hot Dry Rock Geothermal Energy Program, 1970--1973. Office of Scientific and Technical Information (OSTI), 1995. http://dx.doi.org/10.2172/106724.

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Hart, Carl. Vibration survey of Room 47 with a laser doppler vibrometer : Main Laboratory Basement, U.S. Army ERDC-CRREL. Engineer Research and Development Center (U.S.), 2020. http://dx.doi.org/10.21079/11681/38919.

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Plans are underway to create an acousto-optic laboratory on the campus of the Cold Regions Research and Engineering Laboratory. For this purpose, existing space in the basement of the Main Laboratory will be renovated. Demanding measurement techniques, such as interferometry, require a sufficiently quiet vibration environment (i.e., low vibration levels). As such, characterization of existing vibration conditions is necessary to determine vibration isolation requirements so that highly sensitive measurement activities are feasible. To this end, existing vibro-acoustic conditions were briefly surveyed in Room 47, a part of the future laboratory. The survey measured ambient noise and ambient vertical floor vibrations. The ambient vibration environment was characterized according to generic velocity criteria (VC), which are one-third octave band vibration limits. At the time of the survey, the ambient vibration environment fell under a VC-A designation, where the tolerance limit is 2000 μin/s across all one-third octave bands. Under this condition, highly sensitive measurement activities are feasible on a vibration-isolated working surface. The conclusion of this report provides isolation efficiency requirements that satisfy VC-E limits (125 μin/s), which are necessary for interferometric measurements.

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Karlstrom, Karl, Laura Crossey, Allyson Matthis, and Carl Bowman. Telling time at Grand Canyon National Park: 2020 update. National Park Service, 2021. http://dx.doi.org/10.36967/nrr-2285173.

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Grand Canyon National Park is all about time and timescales. Time is the currency of our daily life, of history, and of biological evolution. Grand Canyon’s beauty has inspired explorers, artists, and poets. Behind it all, Grand Canyon’s geology and sense of timelessness are among its most prominent and important resources. Grand Canyon has an exceptionally complete and well-exposed rock record of Earth’s history. It is an ideal place to gain a sense of geologic (or deep) time. A visit to the South or North rims, a hike into the canyon of any length, or a trip through the 277-mile (446-km) length of Grand Canyon are awe-inspiring experiences for many reasons, and they often motivate us to look deeper to understand how our human timescales of hundreds and thousands of years overlap with Earth’s many timescales reaching back millions and billions of years. This report summarizes how geologists tell time at Grand Canyon, and the resultant “best” numeric ages for the canyon’s strata based on recent scientific research. By best, we mean the most accurate and precise ages available, given the dating techniques used, geologic constraints, the availability of datable material, and the fossil record of Grand Canyon rock units. This paper updates a previously-published compilation of best numeric ages (Mathis and Bowman 2005a; 2005b; 2007) to incorporate recent revisions in the canyon’s stratigraphic nomenclature and additional numeric age determinations published in the scientific literature. From bottom to top, Grand Canyon’s rocks can be ordered into three “sets” (or primary packages), each with an overarching story. The Vishnu Basement Rocks were once tens of miles deep as North America’s crust formed via collisions of volcanic island chains with the pre-existing continent between 1,840 and 1,375 million years ago. The Grand Canyon Supergroup contains evidence for early single-celled life and represents basins that record the assembly and breakup of an early supercontinent between 729 and 1,255 million years ago. The Layered Paleozoic Rocks encode stories, layer by layer, of dramatic geologic changes and the evolution of animal life during the Paleozoic Era (period of ancient life) between 270 and 530 million years ago. In addition to characterizing the ages and geology of the three sets of rocks, we provide numeric ages for all the groups and formations within each set. Nine tables list the best ages along with information on each unit’s tectonic or depositional environment, and specific information explaining why revisions were made to previously published numeric ages. Photographs, line drawings, and diagrams of the different rock formations are included, as well as an extensive glossary of geologic terms to help define important scientific concepts. The three sets of rocks are separated by rock contacts called unconformities formed during long periods of erosion. This report unravels the Great Unconformity, named by John Wesley Powell 150 years ago, and shows that it is made up of several distinct erosion surfaces. The Great Nonconformity is between the Vishnu Basement Rocks and the Grand Canyon Supergroup. The Great Angular Unconformity is between the Grand Canyon Supergroup and the Layered Paleozoic Rocks. Powell’s term, the Great Unconformity, is used for contacts where the Vishnu Basement Rocks are directly overlain by the Layered Paleozoic Rocks. The time missing at these and other unconformities within the sets is also summarized in this paper—a topic that can be as interesting as the time recorded. Our goal is to provide a single up-to-date reference that summarizes the main facets of when the rocks exposed in the canyon’s walls were formed and their geologic history. This authoritative and readable summary of the age of Grand Canyon rocks will hopefully be helpful to National Park Service staff including resource managers and park interpreters at many levels of geologic understandings...

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Edwards, B. R., R. G. Anderson, J. K. Russell, N. L. Hastings, and Y T Guo. Geology, the Quaternary Hoodoo Mountain Volcanic Complex and Paleozoic and Mesozoic basement rocks, parts of Hoodoo Mountain (NTS 104B/14) and Craig River (NTS 104B/11) map areas, northwestern British Columbia. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2000. http://dx.doi.org/10.4095/211646.

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Edwards, B. R., R. G. Anderson, and J. K. Russell. Geology of the Quaternary Hoodoo Mountain volcanic complex and adjacent Mesozoic and Paleozoic basement rocks, parts of Hoodoo Mountain (NTS 104B/14) and Craig River (NTS 104B/11) map areas, northwestern British Columbia. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1997. http://dx.doi.org/10.4095/208672.

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Jefferson, C. W., J. C. White, G. M. Young, et al. Outcrop and remote predictive geology of the Amer Belt and basement beside and beneath the northeast Thelon Basin, in parts of NTS 66-A, B, C, F, G and H, Kivalliq Region, Nunavut. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2015. http://dx.doi.org/10.4095/296825.

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