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

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書(shū)目名稱Rock Mechanics影響因子(影響力)




書(shū)目名稱Rock Mechanics影響因子(影響力)學(xué)科排名




書(shū)目名稱Rock Mechanics網(wǎng)絡(luò)公開(kāi)度




書(shū)目名稱Rock Mechanics網(wǎng)絡(luò)公開(kāi)度學(xué)科排名




書(shū)目名稱Rock Mechanics被引頻次




書(shū)目名稱Rock Mechanics被引頻次學(xué)科排名




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書(shū)目名稱Rock Mechanics讀者反饋學(xué)科排名

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Introduction root masses and to develop a technology of testing which enables the determination of rock mechanics parameters. Furthermore, the development of procedures to investigate the stability of openings, foundations and slopes in rock masses is also to be numbered amongst the tasks of rock mechanics. Roc

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Basis for the Consideration of Deformations due to Swellingansformations or the physical adsorption of water by various clay minerals. These changes of volume are a function of stress and are superposed onto the elastic and viscoplastic deformations handled in Chapter 3, they cannot, however, be described in terms of the relationships derived in that chapte

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Range-Of-Motion

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Analysis of Seepage Flow in a Rock Mass Using the Discrete Modeln 5.1. It has also been mentioned that the consideration of steady state problems is sufficient to cover most cases in rock engineering. Two conceptual models were formulated in Section 5.3 to provide the basis for the analytical treatment of seepage flow. Both employ friction factor equations for f

Tremor

Analysis of Three-dimensional Seepage Flow in a Rock Mass Using the Homogeneous Model and the Finite as a homogeneous medium through which seepage water flows. Thus the permeability of individual discontinuities is converted into one for the entire rock mass and the rock’s generally anisotropic permeability is described by a permeability tensor [K].

Astigmatism

Traffic Tunnels and Aditsnnel cross-section in front of the working face must, by completion of construction, be diverted around the opening. The example in rig. ilni of a tunnel in a rock mass loaded predominantly in the vertical direction by dead weight demonstrates that, even in the case of a medium overburden, this may