Description |
1 online resource (501 p.) |
Contents |
Cover -- Half Title -- Title Page -- Copyright Page -- Table of Contents -- About the authors -- Annotation -- Introduction -- 1 History of the development of concrete dams -- 1.1 Masonry dams from ancient civilizations to the XX century -- 1.2 Concrete dams in the XX century -- 1.2.1 Dam construction in the first half of the XX century -- 1.2.2 Dam construction in the second half of the XX century -- 1.3 Prospects for the construction of concrete dams in the XXI century -- 2 Layouts of hydraulic projects with concrete dams -- 2.1 General -- 2.2 Hydraulic projects in wide sites |
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2.3 Hydraulic project in narrow sites -- 3 Rock foundation of dams -- 3.1 Rock foundations and their role in the work of the hydraulic structure -- 3.1.1 Rock foundation of dams -- 3.1.2 Engineering-geological characteristics -- 3.1.3 Rock mass models -- 3.1.4 Basic structural features -- 3.2 Physical characteristics of rock mass -- 3.2.1 Fissured rock mass -- 3.2.2 Deformability of rock mass -- 3.2.2.1 Deformability under uniaxial loading -- 3.2.2.2 Deformability under triaxial loading -- 3.2.2.3 Field deformability study of mass -- 3.2.2.4 Moduli of deformation obtained by different methods |
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3.2.3 Strength of rock -- 3.2.3.1 Compression strength under uniaxial loading -- 3.2.3.2 Tension strength under uniaxial loading -- 3.2.3.3 Strength in triaxial stress state -- 3.2.3.4 Strength criteria -- 3.2.4 Slide strength of rock mass -- 3.2.4.1 Slide strength along rock on fissure -- 3.2.4.2 Slide strength of rock mass -- 3.2.4.3 Methods for determining slide strength -- 3.2.5 Rock mass quality indicator -- 3.2.6 Natural stress state -- 3.3 Water reservoir influence on rock mass and dam -- 3.3.1 Abutment deformations -- 3.3.2 Weighing and lifting the rock foundations |
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3.3.3 Uplift in fissures -- 3.3.4 Reducing of rock strength by humidification -- 3.4 Stability of rock mass -- 3.4.1 Types of unstable mass and schemes of stability analysis -- 3.4.2 Statement of the stability analysis problem -- 3.4.3 Stability analysis by a polygonal surface -- 3.4.4 Accounting of filtration flow pressure -- 3.4.5 Example of stability analysis of water reservoir bank -- 3.4.6 Stability calculation on curve surfaces -- 3.4.7 Stability analysis of volume rock blocks -- 3.4.8 Stability of rock blocks separated by fissures of board rebuff |
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4 Interaction of concrete dams with the foundation and improvement of foundations -- 4.1 Work features of concrete dams with rock foundation -- 4.2 Engineering measures to improve rock foundation -- 4.2.1 Preparing of rock foundations -- 4.2.2 Protection cementation -- 4.3 Protection of rock foundations with large fissures and faults -- 4.3.1 Embedding by mining way -- 4.3.2 Embedding of faults and large fissures within dam support -- 4.3.3 Device underground support structures -- 4.3.4 Strengthening by anchors -- 4.4 Antifiltration measures and connection of concrete dams with the foundation |
Notes |
Description based upon print version of record |
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4.4.1 Ensuring water resistance foundation. Antifiltration measures |
Form |
Electronic book
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Author |
Alexander Isaakovich, Vainberg
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Erast Grigorievich, Gaziev
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Yuri Alexandrovich, Landau
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Yuri Borisovich, Mgalobelov
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ISBN |
9781000364897 |
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1000364895 |
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