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  • 1
    Publication Date: 1973-12-01
    Print ISSN: 0016-8025
    Electronic ISSN: 1365-2478
    Topics: Geosciences , Physics
    Published by Wiley
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  • 2
    Publication Date: 1967-01-01
    Print ISSN: 0033-4553
    Electronic ISSN: 1420-9136
    Topics: Geosciences , Physics
    Published by Springer
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  • 3
    Publication Date: 1967-01-01
    Print ISSN: 0033-4553
    Electronic ISSN: 1420-9136
    Topics: Geosciences , Physics
    Published by Springer
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  • 4
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    Geophysical prospecting 21 (1973), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
    Notes: The Laboratory of Geophysics of the University of Arizona was presented with an exploration problem by Falconbridge, Ltd. of Canada. Massive mineralized hemispherical “pods” are in the vicinity of a tuff layer of high conductivity and induced polarization response, covered by large thicknesses of resistive volcanics. The initial approach was to utilize electrolytic tank modeling. The extreme resistivity and IP contrasts proved to be difficult to recreate. Two dimensional modeling was attempted next with conductive paper, using copper and silver paint for anomalous masses. This method also proved inadequate. Finally, mathematical equations were solved which could model any arbitrary anomalous body in any steady state electrical field. Plane waves as well as point current sources producing non-plane waves are possible. Finite difference equations were derived for the non-linear partial differential equations under consideration. The equations were solved using a digital computer. Initially, the boundary conditions had to be satisfied at the boundaries of resistivity changes, severely restricting possible geometric shapes for anomalous bodies. The final and successful solution was to apply numerical techniques to obtain solutions of equations which require only that the relative resistivities through the area be specified. The Falconbridge problem and its solution are analyzed.
    Type of Medium: Electronic Resource
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  • 5
    Electronic Resource
    Electronic Resource
    Springer
    Rock mechanics and rock engineering 12 (1979), S. 1-14 
    ISSN: 1434-453X
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
    Description / Table of Contents: Zusammenfassung Geomechanisches Modell eines alpinen Tales In-situ-Spannungsmessungen an einer oberflächennahen Stelle am Fuße eines Gebirgszuges im Felbertal (Österreich) zeigten unerwartet hohe Spannungen, welche zudem nicht in das überregionale tektonische Spannungsschema passen. Die abnormale Orientierung der Hauptspannungsrichtungen wird durch Kluftmessungen bestätigt. Spannungsberechnungen nach einem Finiten-Elemente-Modell zeigen, daß die experimentell gefundenen Werte allein durch das Gewicht des Gebirges als Folge der topographischen Verhältnisse erklärt werden können. Wesentliche Voraussetzung für eine übereinstimmende Rechnung ist, daß das Gebirge auf einem plastischen Material aufruht, also an einer horizontalen Basis überall annähernd der gleiche Druck herrscht. Ruht der Gebirgskörper auf einer in Vertikalrichtung starren Basis, ergibt sich keine Übereinstimmung mit den experimentell gefundenen Werten. Somit ergibt sich ein Hinweis dafür, daß der rheologische Zustand der Materie in der Erdkruste schon in geringen Tiefen langzeitlich plastisch und nicht elastisch-fest ist.
    Abstract: Résumé Modèle géomécanique d'une vallée alpine Des mesures des contraintesin situ au pied d'une montagne dans le Felbertal (Autriche) ont donné des valeurs qui étaient inexpectablement hausses et qui ne se conformaient pas au caractère régional de la tectonique. L'orientation abnormale des contraintes principales est confirmée par les mesures de l'orientation des diaclases. En utilisant un modèle aux elements finis, il est possible d'expliquer les valeurs expérimentales trouvées par le poids de la masse rocheuse comme conséquence de la topographie locale. Il est nécessaire, pourtant, que la montagne reste sur une base qui est en un état plastique ainsi que la même pression agisse le long de l'horizontale. Si la masse rocheuse reste sur une base rigide, on ne peut pas reproduire théoretiquement les valeurs expérimentales. Ainsi, on a une indication que le materiau dans la croûte terrestre doit être en un état plastique au profondeurs comparativement petites.
    Notes: Summary Geomechanical Model of an Alpine Valley In-situ stress measurements in a near-surface tunnel at the foot of a mountain range in the Felber Valley (Austria) yielded unexpectedly high stress values which do not fit into the regional tectonic stress pattern. The anomalous orientation of principal stress the axes is confirmed by a statistical evaluation of joint-orientation measurements. Theoretical calculations of the stresses by means of a finite-element model show that the experimentally found values can be explained by the weight of the material alone as a consequence of the local topographic conditions. An essential assumption herein is that the mountain range rests on a plastic substratum so that approximately the same pressure is acting everywhere along the horizontal basis. If the mountain mass rests on a (vertically) rigid material, then the experimental stress values cannot be reproduced by the calculations. Thus, one has an indication that the rheological state of the material in the earth's crust is plastic (over geological time ranges) already at comparatively shallow depths.
    Type of Medium: Electronic Resource
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  • 6
    Electronic Resource
    Electronic Resource
    Springer
    Pure and applied geophysics 68 (1967), S. 66-82 
    ISSN: 1420-9136
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences , Physics
    Notes: Summary The techniques of Complex Variables are used to obtain a solution for a general notch problem having a load distributed over any portion of its free surface. This solution is very general in that it can be used for many different shapes of notches, including protrusions, by simply varying a few parameters. The same techniques are then used to solve the problem of a notched plate acted on by loads at infinity. This solution is of a very general nature. One particular solution holds for the problem studied in an earlier publication.
    Type of Medium: Electronic Resource
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  • 7
    Electronic Resource
    Electronic Resource
    Springer
    Pure and applied geophysics 68 (1967), S. 49-65 
    ISSN: 1420-9136
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences , Physics
    Notes: Summary This paper is concerned with the behavior of surface features of the earth which are, or have been, acted on by a stress field. The theory used in this paper is that of classical elasticity. Mathematical models are made which represent perfectly elastic two-dimensional regions which have a notch (or protrusion as a reversed notch can be considered to be). The regions are assumed to be semi-infinite and the notch on the free surface. The loads, or boundary conditions, are then prescribed. The problem of determining the distribution of stress is then considered. Solutions to this problem are presented for the cases of a circular notch, a generalized circular notch and a type of notch whose mathematical representation is given parametrically. Using these solutions and applying a criterion for failure, it is possible to predict what the general trend of the faulting should be in an actual body which the model may represent. Possible applications to geological structures are indicated.
    Type of Medium: Electronic Resource
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