Twenty-Seventh International Congress on Large Dams Vingt-Septième Congrès International des Grands Barrages PDF Download
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Author: ICOLD CIGB Publisher: CRC Press ISBN: 1000729362 Category : Technology & Engineering Languages : en Pages : 884
Book Description
The International Committee on Large Dams (ICOLD) held its 27th International Congress in Marseille, France (12-19 November 2021). The proceedings of the congress focus on four main questions: 1. Reservoir sedimentation and sustainable development; 2. Safety and risk analysis; 3. Geology and dams, and 4. Small dams and levees. The book thoroughly discusses these questions and is indispensable for academics, engineers and professionals involved or interested in engineering, hydraulic engineering and related disciplines.
Author: ICOLD CIGB Publisher: CRC Press ISBN: 1000729362 Category : Technology & Engineering Languages : en Pages : 884
Book Description
The International Committee on Large Dams (ICOLD) held its 27th International Congress in Marseille, France (12-19 November 2021). The proceedings of the congress focus on four main questions: 1. Reservoir sedimentation and sustainable development; 2. Safety and risk analysis; 3. Geology and dams, and 4. Small dams and levees. The book thoroughly discusses these questions and is indispensable for academics, engineers and professionals involved or interested in engineering, hydraulic engineering and related disciplines.
Author: C. Jaeger Publisher: Cambridge University Press ISBN: 9780521218986 Category : Science Languages : en Pages : 544
Book Description
In this second, enlarged edition the author continues to emphasise aspects of rock mechanics. Firm in his belief that there is no better way to study the subject than by the detailed analysis of case histories, Dr Jaeger has incorporated a number of new ones.
Author: Edward J. Cording Publisher: ISBN: Category : Rock bolts Languages : en Pages : 308
Book Description
Three large rock-bolted underground cavities were constructed at the Nevada Test Site. Two of the cavities, approximately 100 feet in diameter and 140 feet high, were constructed at a depth of 1300 feet in a very weak tuff of excellent rock mass quality. The third cavity, approximately 60 feet in diameter and 80 feet high, was constructed at a depth of 350 feet in a jointed granite of high intact strength and fair to good rock mass quality. The stability of the cavities was monitored throughout construction by measuring rock displacements, observing fractures in near-surface rock, and observing the behavior of the rock-bolt support system. Supporting field and laboratory tests were performed in order to evaluate intact and in-situ properties of the rock mass. Radial movement of the cavities was measured using extensometers anchored at various depths in holes drilled from the cavity surface. Displacement versus depth profiles were used to determine the depth at which rock movement was concentrated. By comparing rock movement with excavation and support progress, a continual estimate of the cavity stability was obtained. Large displacements, or large rates of displacement, were indicative of potentially unstable behavior. Displacements were compared with displacements predicted from elastic theory, using a finite element solution and simple closed solutions. (Author).
Author: ICOLD CIGB
Author: ICOLD CIGB
Author: C. Jaeger
Author: 
Author: American Concrete Institute
Author: N. F. Mandzhavidze
Author: American Concrete Institute
Author: Edward J. Cording
Author: 
Author: British Museum. Department of Printed Books
Author: United States. Bureau of Reclamation