Relevant bibliographies by topics / Physical properties of granites

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
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Academic literature on the topic 'Physical properties of granites'

Author: Grafiati
Published: 4 June 2021
Last updated: 3 February 2022

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Journal articles on the topic "Physical properties of granites"

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Frascá, Maria H. B. O. "Considerations on Granite Dimension Stone Porosity and Modifications from Quarry to Slabs." Key Engineering Materials 548 (April 2013): 124–31. http://dx.doi.org/10.4028/www.scientific.net/kem.548.124.

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This paper presents the physical and petrographic characterization of selected granitic rock types from several quarries in Brazil and aims to contribute to a better knowledge of the engineering properties of granite dimension stone, focusing on laboratory physical determinations and the possible changes that would occur along processing operations, i.e., from the quarried rock to the polished slabs or tiles. The tests – petrography and porosity determinations – led to the collection of parameters of in natura and processed rock material, respectively from specimens obtained from small cubic blocks and polished slabs, situations considered representative of the stresses to which the rock is submitted to during the several processing stages. The results indicated that porosity tends to be higher for “tiles” than for “blocks”, and that “S-type granites” have higher porosity/open-pores values than “ordinary granites”, mainly due to their conspicuous microcracking. Moreover, in spite porous configuration may be modified during stone processing, it was found that such changes are not homogeneous and intrinsically associated to the petrographic characteristics, as previous microcracking and alteration states. Finally, as the new physical conditions, acquired after processing, may influence the stone durability, it is strongly suggested that they should be taken into account, as an additional criterion, to the cladding or flooring natural stone selection and specification.
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Vasconcelos, G., P. B. Lourenço, C. A. S. Alves, and J. Pamplona. "Ultrasonic evaluation of the physical and mechanical properties of granites." Ultrasonics 48, no. 5 (September 2008): 453–66. http://dx.doi.org/10.1016/j.ultras.2008.03.008.

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Ayatollahi, M. R., M. Zare Najafabadi, S. S. R. Koloor, and Michal Petrů. "Mechanical Characterization of Heterogeneous Polycrystalline Rocks Using Nanoindentation Method in Combination with Generalized Means Method." Journal of Mechanics 36, no. 6 (May 7, 2020): 813–23. http://dx.doi.org/10.1017/jmech.2020.18.

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ABSTRACTThe mechanical characterization of rocks is important in engineering design and analysis of rock-related structures. In the current researches, rocks are classified as heterogeneous materials with anisotropic behavior, and advanced methods such as combined experimental-numerical approach are developed to characterize the behavior of rocks. In this study, the nanoindentation experiment in conjunction with the generalized means method is used to determine the Young’s modulus and hardness of eight different polycrystalline granite rocks. In the first step, the Young’s modulus and hardness of granites’ constituents are determined through nanoindentation tests on pure granite minerals. Then, the properties of granites are determined using generalized means method by considering the mechanical properties of minerals, their volume fractions and an empirical constant called the microstructural coefficient. Accurate results with less than 3% error are obtained for 62.5% of the granite samples. The generalized means is introduced as a simple and effective method to characterize the mechanical properties of heterogeneous polycrystalline rocks.
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Chappell, B. W. "Towards a unified model for granite genesis." Earth and Environmental Science Transactions of the Royal Society of Edinburgh 95, no. 1-2 (March 2004): 1–10. http://dx.doi.org/10.1017/s0263593300000870.

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ABSTRACTMost granites result from partial melting within the crust. Granite melts produced at the lowest temperatures of partial melting mainly comprise close to equal amounts of the haplogranite components Qz, Ab and Or, with H2O. Many felsic granites were formed by partial melting under such conditions and are low-temperature types, with crystals of zircon and other restite minerals present in the initial magma. Such magmas evolve in composition, at least initially, through fractionation of that restite. If one of the four haplogranite components either becomes depleted or too low in amount to contribute further to the melt, then melting may proceed to higher temperatures without a contribution from that component. Melting will advance to significantly higher temperatures if there is a critical deficiency in one or more components and a high-temperature granite magma forms, in which zircon is completely soluble. Such magmas are extracted from the source in a completely molten state and may evolve by fractional crystallisation. They are monzonitic, tonalitic or A-type, depending on whether the critical deficiency occurred in the Qz, Or or H2O component. If the Ab component is critically deficient, as in pelitic rocks, the rocks may be infertile for granite production. The control that source rock compositions exert on both the physical and chemical properties of granite magmas provides a unifying element in granite gen
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Martins, L., G. Vasconcelos, P. B. Lourenço, and C. Palha. "Influence of the Freeze-Thaw Cycles on the Physical and Mechanical Properties of Granites." Journal of Materials in Civil Engineering 28, no. 5 (May 2016): 04015201. http://dx.doi.org/10.1061/(asce)mt.1943-5533.0001488.

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Costa, Fabiana Pereira da, Jucielle Veras Fernandes, Luiz Ronaldo Lisboa de Melo, Alisson Mendes Rodrigues, Romualdo Rodrigues Menezes, and Gelmires de Araújo Neves. "The Potential for Natural Stones from Northeastern Brazil to Be Used in Civil Construction." Minerals 11, no. 5 (April 21, 2021): 440. http://dx.doi.org/10.3390/min11050440.

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Natural stones (limestones, granites, and marble) from mines located in northeastern Brazil were investigated to discover their potential for use in civil construction. The natural stones were characterized by chemical analysis, X-ray diffraction, differential thermal analysis, and optical microscopy. The physical-mechanical properties (apparent density, porosity, water absorption, compressive and flexural strength, impact, and abrasion) and chemical resistance properties were also evaluated. The results of the physical-mechanical analysis indicated that the natural stones investigated have the potential to be used in different environments (interior, exterior), taking into account factors such as people’s circulation and exposure to chemical agents.
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Arutyunyan, V. M. "Physical properties of the semiconductor-electrolyte interface." Uspekhi Fizicheskih Nauk 158, no. 6 (1989): 255. http://dx.doi.org/10.3367/ufnr.0158.198906c.0255.

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Amaral, Paulo, António Correia, Luís Lopes, Paula Rebola, António Pinho, and José Carrilho Lopes. "On the Use of Thermal Properties for Characterizing Dimension Stones." Key Engineering Materials 548 (April 2013): 231–38. http://dx.doi.org/10.4028/www.scientific.net/kem.548.231.

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The use of dimension stones in architecture and civil engineering implies the knowledge of several mechanical, physical, and chemical properties. Even though it has been usual practice to measure physical and mechanical properties of dimension stones the same is not true for thermal properties such as thermal conductivity, thermal diffusivity, specific heat capacity, and heat production. These properties are particularly important when processes related with heating and cooling of buildings must be considered. Thermal conductivity, thermal diffusivity, and specific heat capacity are related with the way thermal energy is transmitted and accumulated in stones; heat production has to do with the amount of radioactive elements in the rocks and so with the environmental impact of radioactivity and public health problems. It is important to start to measure on a routine basis those four thermal properties in rocks and, in particular, in dimension rocks so that their application can be improved and optimized. With this is mind three sets of different rock types (granites, limestones, and marbles) were collected to measure the thermal conductivity, the thermal diffusivity, and the specific heat capacity with the objective of characterizing them in terms of those properties. Since the same set of rocks has also been studied for other physical properties, a correlation amongst all the measured properties is attempted. For each rock type several samples were used to measure the thermal conductivity, the thermal diffusivity, and the specific heat capacity, and average values were obtained and are presented. As an example, for granites the thermal conductivity varies between 2.87 and 3.75 W/mK; for limestones varies between 2.82 and 3.17 W/mK; and for marbles varies between 2.86 and 3.02 W/mK. It is hoped that measuring thermal properties on dimension stones will help to better adequate them to their use in civil engineering as well as to adequate their use in terms of a CE product.
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Nowakowski, Andrzej, and Mariusz Młynarczuk. "Changes of Selected Structural and Mechanical Properties of the Strzelin Granites As Induced By Thermal Loads / Wpływ Obciążeń Termicznych Na Zmiany Niektórych Strukturalnych I Mechanicznych Właściwości Granitów Strzelińskich." Archives of Mining Sciences 57, no. 4 (December 1, 2012): 951–74. http://dx.doi.org/10.2478/v10267-012-0064-8.

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Abstract Temperature is one of the basic factors influencing physical and structural properties of rocks. A quantitative and qualitative description of this influence becomes essential in underground construction and, in particular, in the construction of various underground storage facilities, including nuclear waste repositories. The present paper discusses the effects of temperature changes on selected mechanical and structural parameters of the Strzelin granites. Its authors focused on analyzing the changes of granite properties that accompany rapid temperature changes, for temperatures lower than 573ºC, which is the value at which the β - α phase transition in quartz occurs. Some of the criteria for selecting the temperature range were the results of measurements carried out at nuclear waste repositories. It was demonstrated that, as a result of the adopted procedure of heating and cooling of samples, the examined rock starts to reveal measurable structural changes, which, in turn, induces vital changes of its selected mechanical properties. In particular, it was shown that one of the quantities describing the structure of the rock - namely, the fracture network - grew significantly. As a consequence, vital changes could be observed in the following physical quantities characterizing the rock: primary wave velocity (vp), permeability coefficient (k), total porosity (n) and fracture porosity (η), limit of compressive strength (Rσ1) and the accompanying deformation (Rε1), Young’s modulus (E), and Poisson’s ratio (ν).
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Eshaghi, Esmaeil, Anya M. Reading, Michael Roach, Mark Duffett, Daniel Bombardieri, Matthew J. Cracknell, John L. Everard, Grace Cumming, and Stephen Kuhn. "Inverse modeling constrained by potential field data, petrophysics, and improved geologic mapping: A case study from prospective northwest Tasmania." GEOPHYSICS 85, no. 5 (July 28, 2020): K13—K26. http://dx.doi.org/10.1190/geo2019-0636.1.

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The Heazlewood-Luina-Waratah area is a prospective region for minerals in northwest Tasmania, Australia, associated with historically important ore deposits related to the emplacement of granite intrusions and/or ultramafic complexes. The geology of the area is poorly understood due to the difficult terrain and dense vegetation. We have constructed an initial high-resolution 3D geologic model of this area using constraints from geologic maps and geologic and geophysical cross sections. This initial model is improved upon by integrating results from 3D geometry and physical property inversion of potential field (gravity and magnetic) data, petrophysical measurements, and updated field mapping. Geometry inversion reveals that the Devonian granites in the south are thicker than previously thought, possibly connecting to deep sources of mineralization. In addition, we identified gravity anomalies to the northeast that could be caused by near-surface granite cupolas. A newly discovered ultramafic complex linking the Heazlewood and Mount Stewart Ultramafic Complexes in the southwest also has been modeled. This implies a greater volume of ultramafic material in the Cambrian successions and points to a larger obducted component than previously thought. The newly inferred granite cupolas and ultramafic complexes are targets for future mineral exploration. Petrophysical property inversion reveals a high degree of variation in these properties within the ultramafic complexes indicating a variable degree of serpentinization. Sensitivity tests suggest maximum depths of 2–3 km for the contact aureole that surrounds major granitic intrusions in the southeast, whereas the Heazlewood River complex is likely to have a deeper source up to 4 km. We have demonstrated the value of adding geologic and petrophysical constraints to 3D modeling for the purpose of guiding mineral exploration. This is particularly important for the refinement of geologic structures in tectonically complex areas that have lithology units with contrasting magnetic and density characteristics.
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Dissertations / Theses on the topic "Physical properties of granites"

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MENEGAZZO, ANA P. M. "Estudo da correlacao entre a microestrutura e as propriedades finais de revestimentos ceramicos do tipo gres porcelanato." reponame:Repositório Institucional do IPEN, 2001. http://repositorio.ipen.br:8080/xmlui/handle/123456789/10892.

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Instituto de Pesquisas Energeticas e Nucleares - IPEN/CNEN-SP
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Maribeng, Lebea. "The influence of parent material (granite and schist) on physical and chemical properties of soils on the Syferkuil Experimental Farm." Thesis, University of Limpopo (Turfloop Campus), 2007. http://hdl.handle.net/10386/606.

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Thesis (M.Sc. (Soil Science)) --University of Limpopo (Turfloop campus), 2007
The influence of parent material on physical and chemical properties of soil was studied on granite and schist derived soils on the Syferkuil Experimental Farm, situated in the Mankweng area of the Limpopo Province of South Africa. A total of 49 samples of virgin soils were collected, where granite soils constituted 26 samples and schist soils 23. The study design that was used is cross-sectional. The samples were analysed for physical and chemical properties. The physical properties of granite and schist soils were determined as percentages coarse sand, percentages medium sand, percentages fine sand, percentages very fine sand, percentages silt and percentages clay, whilst the chemical properties were determined as concentrations (cmol (+) kg-1) of Na, Mg, Ca, K ,ESP, CEC and P (mg kg-1), as well as pH. Statistical analysis of the results was performed by application of the Unpaired Student’s T Test, with the level of significance at p<0.05. The results showed that soils derived from granite had significantly higher coarse and medium sand fractions than schist soils; whereas schist soils were significantly higher in fine sand, very fine sand, silt and clay. The concentrations of Na, Ca, ESP and P, as well as CEC and pH in schist derived soils were higher than in granite derived soils although the differences were insignificant. However, significant differences occurred in K and Mg concentrations where schist derived soils had higher concentrations than granite derived soils. However, the concentrations of nutrient elements were found to be insufficient for proper production in agriculture. The sodium concentration was found to be low enough to not lead to sodic soil conditions. It was concluded that both granite and schist soils can be used for agriculture but require careful management because both soils indicated poor nutritional status.
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Dolejš, David. "Thermodynamics and phase equilibria of the silicate-fluoride-H₂O systems : implications for fluorine-bearing granites." Thesis, McGill University, 2004. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=85066.

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The progressive enrichment in volatiles and light incompatible elements observed during upper-crustal differentiation of granitic and rhyolitic magmas leads to significant changes in melt physical-chemical properties and has important implications for ore deposition and volcanic devolatization. Thermodynamic calculations and experimental studies of melting equilibria in the Na 2O-K2O-Al2O3-SiO2-F 2O-1-H2O system are used to evaluate mineral stabilities, fluid compositions, the extent of fluoride-silicate liquid-liquid immiscibility, fluorine and water solubility limits and differentiation paths of natural fluorine-bearing silicic magmas. The interaction of fluorine with rock-forming aluminosilicates corresponds to progressive fluorination by the thermodynamic component F2O-1. Formation of fluorine-bearing minerals first occurs in peralkaline and silica-undersaturated systems that buffer fluorine concentrations at very low levels (villiaumite, fluorite). The highest concentrations of fluorine are achieved in peraluminous silica-oversaturated systems, saturated with fluorite or topaz. Thermodynamic models of fluorosilicate melts indicate clustering of silicate tetrahedra in the Na2O-SiO 2-F2O-1 system, whereas initial NaAl-F short-range order evolves into partial O-F disorder in the albite-cryolite system. Experiments performed at 520-1100°C and 0.1-100 MPa completely describe liquidus relations and differentiation paths of fluorine-bearing felsic magmas. Coordination differences and short-range order effects between [NaAl]-F, Na-F vs. Si-O lead to the fluoride-silicate liquid immiscibility, which extends from the silica-cryolite binary through the peralkaline albite-silica-cryolite ternary and closes in multicomponent, topaz-bearing systems owing to the destabilizing effect of increasing peraluminosity. Liquidus relations indicate that fluoride-silicate liquid-liquid immiscibility is inaccessible to quartz-feldspar-saturated granitic melt
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Matos, Strauss Javier Fabian. "An εHf and δ18O Isotopic Study of Zircon of the Mount Osceola and Conway Granites, White Mountain Batholith, New Hampshire: Deciphering the Petrogenesis of A-Type Granites." BYU ScholarsArchive, 2021. https://scholarsarchive.byu.edu/etd/9189.

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A-type granites form in anorogenic settings and typically have high REE concentrations, K2O, Na2O, SiO2, FeOtotal, but low contents of Al2O3, MgO, CaO compared to other granite types. They have been divided in two groups according to their geochemical characteristics: differentiates of mantle-derived magmas (A1), and granites that are the result of melting depleted, lower crust (A2). The two largest A-type granites of the Mesozoic White Mountain Batholith of New Hampshire are the Mount Osceola and Conway granites. Electron microprobe analyses of biotite and amphibole in both granites are similar to those in other A-type granites: Fe-rich, but low MgO, and Al2O3. Whole-rock major and trace elements compositions of the Mount Osceola and the Conway granites are similar; both have high contents of REE, Zr, Nb, high Nb/Y ratios, and low CaO, Eu, and Sr and other compatible elements. Based on their high Nb/Y ratios, both granites are classified as mantle-derived magmas (A1). Microanalyses of ẟ18O and ƐHf of zircon show significant crustal contamination in both granites. The ẟ18O values for zircons from the Mount Osceola are between 7.4-8.9‰, and for the Conway Granite are 7.0-8.1‰. These values are distinct from mantle zircon (ẟ18O 5.3±0.3‰), which indicates large degrees of crustal contamination in both granites. Additionally, ƐHf (188Ma) for the Mount Osceola zircon ranges from -1.1 to +3.4, and those from the Conway Granite range from -2.1 to +4.6, indicating magma derivation in depleted mantle (ƐHf > 0) along with a crustal component. Although both granites have A1 compositions suggesting a mantle-derivation, this simple process is not recorded by the zircons. These zircons crystallized after considerable crustal contamination of mantle-derived A1 magmas and missed capturing the signature of that mantle component.
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Nielbock, Markus. "Physical properties of protostars." [S.l.] : [s.n.], 2001. http://deposit.ddb.de/cgi-bin/dokserv?idn=962916951.

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Amado, Pedro J. "Physical properties of starspots." Thesis, Queen's University Belfast, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.387975.

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Nilsson, Frederik. "Alkylglucosides physical-chemical properties /." Lund : Physical Chemistry 1, Center for Chemistry and Chemical Engineering, Lund University, 1998. http://catalog.hathitrust.org/api/volumes/oclc/39761789.html.

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Le, Brun Virginie. "Physical Properties of Protein Formulations." Diss., lmu, 2009. http://nbn-resolving.de/urn:nbn:de:bvb:19-109666.

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Livings, Simon John. "Physical properties of starch wafers." Thesis, University of Cambridge, 1994. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.321480.

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Micciche, Salvatore. "Physical properties of gravitational solitons." Thesis, Loughborough University, 1999. https://dspace.lboro.ac.uk/2134/33196.

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Soliton solutions of Einstein's field equations for space–times with two non-null, commuting Killing Vectors are exact solutions obtained using the solution-generating techniques that resemble the well-known Inverse Scattering Methods that have been widely used m the solution of certain nonlinear PDE's such as Korteweg–de Vries, Sine–Gordon, non-linear Schrödinger. There exist two main soliton techniques in General Relativity. The Belinski–Zakharov technique allows for purely gravitational solutions. The Alekseev technique allows for solutions of the Einstein–Maxwell equations. In both techniques, solitons arise in connection with the poles of a certain so-called "dressing matrix".
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Books on the topic "Physical properties of granites"

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Stadnik, Zbigniew M. Physical Properties of Quasicrystals. Berlin, Heidelberg: Springer Berlin Heidelberg, 1999.

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Krahne, Roman. Physical Properties of Nanorods. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013.

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Physical properties of materials. 2nd ed. Boca Raton, FL: CRC Press, 2012.

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Ollivier, Jean-Pierre. Physical properties of concrete. London: ISTE Ltd., and John Wiley & Sons, 2012.

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Sergei, Kruchinin, and SpringerLink (Online service), eds. Physical Properties of Nanosystems. Dordrecht: Springer Science+Business Media B.V., 2011.

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Belfiore, Laurence A. Physical Properties of Macromolecules. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2010. http://dx.doi.org/10.1002/9780470551592.

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Bonca, Janez, and Sergei Kruchinin, eds. Physical Properties of Nanosystems. Dordrecht: Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-0044-4.

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Stadnik, Zbigniew M., ed. Physical Properties of Quasicrystals. Berlin, Heidelberg: Springer Berlin Heidelberg, 1999. http://dx.doi.org/10.1007/978-3-642-58434-3.

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Krahne, Roman, Liberato Manna, Giovanni Morello, Albert Figuerola, Chandramohan George, and Sasanka Deka. Physical Properties of Nanorods. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36430-3.

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White, Mary Anne. Physical Properties of Materials. Third edition. | Boca Raton : Taylor & Francis, CRC Press, 2019.: CRC Press, 2018. http://dx.doi.org/10.1201/9780429468261.

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Book chapters on the topic "Physical properties of granites"

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Gomes, Maria Luiza P. M., Elaine A. S. Carvalho, Larissa N. Sobrinho, Sergio N. Monteiro, Rubén J. S. Rodriguez, and Carlos Mauricio Fontes Vieira. "Physical and Mechanical Properties of Artificial Stone Produced with Granite Waste and Vegetable Polyurethane." In Green Materials Engineering, 23–29. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-10383-5_3.

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Lawson, Harry. "Physical Properties." In Food Oils and Fats, 28–38. Boston, MA: Springer US, 1995. http://dx.doi.org/10.1007/978-1-4757-2351-9_4.

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Gottstein, Günter. "Physical Properties." In Physical Foundations of Materials Science, 423–74. Berlin, Heidelberg: Springer Berlin Heidelberg, 2004. http://dx.doi.org/10.1007/978-3-662-09291-0_11.

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Jackson, Darrell R., and Michael D. Richardson. "Physical Properties." In High-Frequency Seafloor Acoustics, 75–122. New York, NY: Springer New York, 2007. http://dx.doi.org/10.1007/978-0-387-36945-7_4.

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Wilk, Harry. "Physical Properties." In The Magic of Minerals, 48–111. Berlin, Heidelberg: Springer Berlin Heidelberg, 1986. http://dx.doi.org/10.1007/978-3-642-61304-3_4.

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Dillard, David A. "Physical Properties." In Handbook of Adhesion Technology, 1–25. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-42087-5_17-2.

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Yeo, Yeong Koo. "Physical Properties." In Chemical Engineering Computation with MATLAB®, 157–229. Second edition. | Boca Raton, FL : CRC Press/Taylor & Francis Group, LLC, [2021]: CRC Press, 2020. http://dx.doi.org/10.1201/9781003090601-03.

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Reiser, P., G. G. Birch, and M. Mathlouthi. "Physical properties." In Sucrose, 186–222. Boston, MA: Springer US, 1995. http://dx.doi.org/10.1007/978-1-4615-2676-6_8.

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Gunstone, F. D. "Physical properties." In Fatty Acid and Lipid Chemistry, 129–56. Boston, MA: Springer US, 1996. http://dx.doi.org/10.1007/978-1-4615-4131-8_6.

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Dillard, David A. "Physical Properties." In Handbook of Adhesion Technology, 433–57. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-55411-2_17.

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Conference papers on the topic "Physical properties of granites"

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Rosen, Madison Lilith, Marlene C. Villeneuve, and Samuel J. Hampton. "THE INFLUENCE OF MEGACRYSTS WITHIN GRANITES ON ROCK STRENGTH AND PHYSICAL PROPERTIES." In GSA Annual Meeting in Seattle, Washington, USA - 2017. Geological Society of America, 2017. http://dx.doi.org/10.1130/abs/2017am-304899.

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Blecha, V., and M. Stemprok. "Physical Properties of Granites from the Variscan Karlovy Vary (Carlsbad) Massif (Czech Republic)." In 69th EAGE Conference and Exhibition incorporating SPE EUROPEC 2007. European Association of Geoscientists & Engineers, 2007. http://dx.doi.org/10.3997/2214-4609.201401603.

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Antao, Ana. "WEATHERING INFLUENCE ON PHYSICAL PROPERTIES OF THE GUARDA GRANITE, PORTUGAL." In 15th International Multidisciplinary Scientific GeoConference SGEM2015. Stef92 Technology, 2011. http://dx.doi.org/10.5593/sgem2015/b12/s2.115.

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Kingsbury, S. J. "The Dynamic Properties of the Atlanta Stone Mountain Granite." In SHOCK COMPRESSION OF CONDENSED MATTER - 2003: Proceedings of the Conference of the American Physical Society Topical Group on Shock Compression of Condensed Matter. AIP, 2004. http://dx.doi.org/10.1063/1.1780512.

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Liang, Han, Zhang Wengang, Wu Chongzhi, and Goh ATC. "Variability of Mechanical and Physical Properties of Singapore Bukit Timah Granite Rocks and Residual Soils." In Proceedings of the 6th International Symposium on Reliability Engineering and Risk Management. Singapore: Research Publishing Services, 2018. http://dx.doi.org/10.3850/978-981-11-2726-7_ctc304s2gdd07.

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Vorobjovas, Viktoras, Ovidijus Šernas, Daiva Žilionienė, Lina Šneideraitienė, and Vilius Filotenkovas. "Evaluation of High-Quality Dolomite Aggregate for Asphalt Wearing Course." In Environmental Engineering. VGTU Technika, 2017. http://dx.doi.org/10.3846/enviro.2017.157.

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In Lithuania dolomite is the third most excavated by the amount mineral resource, which is mostly used in subbase layer and hot asphalt mixtures for asphalt binder and base courses. Although, for asphalt wearing layer are often used granite aggregates, but this magmatic rock is imported from foreign countries. In one of the quarries of JSC “Dolomitas” higher quality dolomite is produced, which has similar mechanical properties to granite. To determine changes in mechanical properties of the different type of aggregates while using in the road, high-quality dolomite and two types of granite were chosen for laboratory testing. In this study, for evaluation of physical and mechanical properties of aggregates by laboratory tests for determining resistance to freezing-thawing, resistance to fragmentation, and polished stone value were carried out. Also, according to the results of laboratory testing, high-quality dolomite aggregate showed equal performance comparing to granite aggregates.
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Lu, Shikuo, Xuetao Wang, Shouqian Zhang, and Xinzeng Fan. "Quantitative Relationships between Weathering Indices and Physical Properties: A Case Study of Monzonitic Granite Weathering Profile in Qingdao Area, China." In Goldschmidt2020. Geochemical Society, 2020. http://dx.doi.org/10.46427/gold2020.1644.

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HUEBNER, W. F., A. CELLINO, A. F. CHENG, and J. M. GREENBERG. "NEOs: PHYSICAL PROPERTIES." In International Seminar on Nuclear War and Planetary Emergencies 25th Session. Singapore: World Scientific Publishing Co. Pte. Ltd., 2001. http://dx.doi.org/10.1142/9789812797001_0036.

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Myers, Carl W., and James M. Mahar. "Underground Siting of Small Modular Reactors in Bedrock: Rationale, Concepts, and Applications." In ASME 2011 Small Modular Reactors Symposium. ASMEDC, 2011. http://dx.doi.org/10.1115/smr2011-6652.

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Small modular reactors (SMRs) sited 100 to 300 meters deep in underground chambers constructed in bedrock having favorable geotechnical properties could be both cost effective and provide superior levels of safety and physical security. The bedrock adjacent to and enclosing the reactor chamber would become the functional equivalent of a conventional containment structure, but one with increased margins of safety for design-basis accidents, reduced risks for beyond-design-basis accidents, and a high level of inherent physical protection against external threats. In addition, seismic safety could be enhanced at lower cost because seismic waves are generally attenuated with depth in bedrock. Nominal steel and concrete around the reactor would be required as would sealing of tunnels and other penetrations into the reactor chamber. Nonetheless, the net result in capital cost savings could potentially more than offset the cost of underground excavation. For a hypothetical granitic bedrock site with SMRs at a nominal depth of 100 meters, preliminary excavation cost estimates for single- and four-unit installations constructed by drill-and-blast range from around $90 million to $45 million per reactor, respectively, and for a twelve-unit installation constructed by tunnel boring machine from $25 to $15 million per reactor. Specialized applications for bedrock-sited SMRs include collocation at underground hydropower stations, test and demonstration facility for prototype SMR designs, and deployments in regions at risk of terrorist or military attack.
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Madsen, Jes. "Physical properties of strangelets." In Strangeness in hadronic matter. AIP, 1995. http://dx.doi.org/10.1063/1.48699.

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Reports on the topic "Physical properties of granites"

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Poirier, M. R., P. R. Hansen, and S. D. Fink. F-Canyon Sludge Physical Properties. Office of Scientific and Technical Information (OSTI), August 2005. http://dx.doi.org/10.2172/881428.

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Shankland, T. J., P. A. Johnson, and K. R. McCall. Physical properties and mantle dynamics. Office of Scientific and Technical Information (OSTI), November 1997. http://dx.doi.org/10.2172/548613.

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Banovic, Stephen W., Christopher N. McCowan, and William E. Luecke. Physical properties of structural steels. Gaithersburg, MD: National Institute of Standards and Technology, 2005. http://dx.doi.org/10.6028/nist.ncstar.1-3e.

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Dallimore, S. R., and D. E. Patterson. Physical Properties of Stratigraphic Units. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1991. http://dx.doi.org/10.4095/132229.

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Feng, Ye. Physical Properties of Intermetallic FE2VA1. Office of Scientific and Technical Information (OSTI), January 2001. http://dx.doi.org/10.2172/795179.

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Berg, John C. Physical Properties of Hanford Transuranic Waste. Office of Scientific and Technical Information (OSTI), March 2010. http://dx.doi.org/10.2172/1009835.

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Kojima, T., M. Yanagida, and K. Tanimoto. Physical properties of molten carbonate electrolyte. Office of Scientific and Technical Information (OSTI), December 1996. http://dx.doi.org/10.2172/460246.

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Awschalom, David D. Physical Properties of Nanometer-Scale Magnets. Fort Belvoir, VA: Defense Technical Information Center, January 1996. http://dx.doi.org/10.21236/ada308548.

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Daniel, W. E. Waste Feed Evaporation Physical Properties Modeling. Office of Scientific and Technical Information (OSTI), August 2003. http://dx.doi.org/10.2172/813629.

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Campanella, R. Geotechnical Perspective: Can We Extract Physical Properties From Acoustic Properties? Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1987. http://dx.doi.org/10.4095/123313.

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