Titlebook: Rock Mechanics; Theory and Applicati Walter Wittke Book 1990 Springer-Verlag Berlin Heidelberg 1990 Felsbau.Felsmechanik.Finite Elemente.Fu

材料等

radiograph

ASTER

詞根詞綴法

Slopesined in Chapter 6 applied to a slope of average height. The rock mass is assumed to be not only isotropic, but also transversely isotropic in the elastic range. Additionally, both the influence of horizontal stresses and, in the viscoplastic analyses, of discontinuities on stability are investigated

魯莽

Book 1990anical properties and the permeability of rock. Numerical methods for evaluating the stability of structures in rock are given to solve special problems related to tunnels, caverns, pressure tunnels, dam foundations and slopes. Methods for testing the rock mechanical properties are described. A numb

郊外

Basis for the Consideration of Deformations due to Swellingr. Volume changes due to swelling, especially in, tunnel engineering, have led to serious damage in the past and this has provided the impetus for a series of fundamental investigations [4.1 – 4.3, 4.8].

interrogate

Analysis of Rock Mass Wedge Stabilityequilibrium based on rigid-body mechanics is often undertaken in such cases for the stability analysis. Some graphical and computational methods toward this end, in which bulk forces such as dead weight, forces from seepage water, etc. are treated in the form of point loads, have been described in technical literature.

ECG769

Foundations of Gravity and Arch Damsctural analyses. Prominence is given to the consideration of stresses, deformations and seepage flow in the rock mass. The loading of the dam is not considered in detail since it does not fall within the scope of this book.

Hemoptysis

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