656 resultados para 1609
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Hay estados de esta ed., en port. consta "... ordinis praedicatorem..."
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Sign.: *4, A-F4, G-Z8, Aa-Ee8
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Sign.: [ ]1, [calderón]-[calderón][calderón]4, A-Z4, Aa-zz4, Aaa-Ddd4, Eee2
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Sign.: [calderón]-[dos calderones]4,[ ]1, A-Z4, Aa-Zz4,Aaa-Zzz4, Aaaa-Zzzz4, Aaaaa-Ccccc4
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Sign.: [cruz latina]8, 2[cruz latina]8, A-Z8, Aa-Gg8, Hh7
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Índice a dos col.
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Alcance y contenido: Copia ms. con la relación sumaria de la Comisión/nes encargadas a D. Adrián Bayarte, caballero aragonés, nombrado Comisario General en Valencia por el rey Felipe III, para que en dicho reino tasase y vendiese "las haziendas que los moriscos dexaron en las ciudades y villas reales", pagando todas las deudas y censales justificados sobre dichos bienes. El número de comisiones encargadas por el rey a Adrián Bayarte ascendieron a 4, realizadas entre 1614 y 1617. Al final del texto aparece "Vto. Dr. Ambrosio Alos"
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Texto fechado en Valencia, en el Real Palacio a 30 de julio de 1586
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Pie de imprenta consta en colofón
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The theoretical basis for evaluating shear strength in rock joints is presented and used to derive an equation that governs the relationship between tangential and normal stress on the joint during situations of slippage between the joint faces. The dependent variables include geometric dilatancy, the instantaneous friction angle, and a parameter that considers joint surface roughness. The effect roughness is studied, and the aforementioned formula is used to analyse joints under different conditions. A mathematical expression is deduced that explains Barton's value for the joint roughness coefficient (JRC) according to the roughness geometry. In particular, when the Hoek and Brown failure criterion is used for a rock in the contact with the surface roughness plane, it is possible to determine the shear strength of the joint as a function of the relationship between the uniaxial compressive strength of the wall with the normal stress acting on the wall. Finally, theoretical results obtained for the geometry of a three-dimensional joint are compared with those of the Barton's formulation
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Highlights of this paper: a method for calculating the ultimate bearing capacity at the tip of a pile is presented; ultimate bearing capacity is generalized for the modified Hoek–Brown criterion; perfect plasticity, isotropy, weightless rock media, without inertial forces, Meyerhof׳s hypothesis are considered; all the formulation can be programmed in a spreadsheet.
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Fecha de la orden de publicación 1609
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Sello de José Sanchis Sivera
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En v. de h. 5 consta la fecha de 1609
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Tit. tomado del texto