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Titlebook: Engineering Behaviour of Rocks; Ian Farmer Book 1983 Ian W. Farmer 1983 classification.deformation.design.engine.mass.material.materials.m

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發(fā)表于 2025-3-21 18:52:48 | 只看該作者 |倒序瀏覽 |閱讀模式
書目名稱Engineering Behaviour of Rocks
編輯Ian Farmer
視頻videohttp://file.papertrans.cn/311/310732/310732.mp4
圖書封面Titlebook: Engineering Behaviour of Rocks;  Ian Farmer Book 1983 Ian W. Farmer 1983 classification.deformation.design.engine.mass.material.materials.m
描述The first edition of this book was received more kindly than it deserved by some, and with some scepticism by others. It set out to present a simple, concise and reasonably comprehensive introduction to some of the theoretical and empirical criteria which may be used to define rock as a structural material. The objectives - reinforced by the change in title - remain the same, but the approach has been changed considerably and only one or two sections have been retained from the first edition. The particular aim in this edition is to provide a description of the mechanical behaviour of rocks, based firmly upon experimental data, which can be used to explain how rocks deform, fracture and yield, and to show how this knowledge can be used in design. The major emphasis is on the behaviour of rocks as materials, although in the later chapters the behaviour of discontinuities in rocks, and the way in which this can affect the behaviour of rock masses, is considered. If this edition is an improvement on the first edition it reflects the debt lowe to numerous people who have attempted to explain the rudiments of the subject to me. I should like to thank Peter Attewell and Roy Scott in part
出版日期Book 1983
關鍵詞classification; deformation; design; engine; mass; material; materials; measurement; mechanics; model; pressur
版次1
doihttps://doi.org/10.1007/978-94-009-5753-4
isbn_softcover978-0-412-13980-2
isbn_ebook978-94-009-5753-4
copyrightIan W. Farmer 1983
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Behaviour of Rock Masses,scontinuity sets in a rock mass normally provides sufficient information to design a structure in a massive rock. There remains, however, a demand for a more general description of the behaviour of rock masses which has resulted in considerable research into mainly empirical methods for describing rock mass behaviour.
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https://doi.org/10.1007/978-3-662-10233-6Time-dependent deformation in soil mechanics is expressed mainly in terms of hydrodynamic time lag, or .. The concept is described elegantly and intuitively by Lambe and Whitman (1979) who say that the time, ., required for consolidation should be:
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發(fā)表于 2025-3-23 02:01:41 | 只看該作者
Rock Deformation,In the case of rocks, terms used in conventional stress analysis to define stress-strain relations in ideal materials — such as . and . — are not easily justified. Fairhurst, in his foreword to Jaeger and Cook (1969), summarizes the position very well:
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發(fā)表于 2025-3-23 07:11:16 | 只看該作者
Time Dependency,Time-dependent deformation in soil mechanics is expressed mainly in terms of hydrodynamic time lag, or .. The concept is described elegantly and intuitively by Lambe and Whitman (1979) who say that the time, ., required for consolidation should be:
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