ARTICLES
Nov 1, 2000
Deep Excavation in Shale for a Hydroelectric Facility
Author: Nasim UddinAuthor Affiliations
Publication: Practice Periodical on Structural Design and Construction
Volume 5, Issue 4
Abstract
This paper describes the important engineering features relating to the design and construction of a deep excavation for power canal, intake, and powerhouse structure of the Hudson Falls hydroelectric development on the Hudson River at Glens Falls, N.Y. The excavation is located in a medium hard shale with shallow dipping bedding, numerous intersecting joint sets, and several varieties of fractures. This paper presents the engineering evaluation of the slopes and identifies the importance of flexibility of construction contracts and division of responsibility between engineer and contractor to achieve a high level of cooperation in producing a very successful project.
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Reference
1.
Hoek, E., and Bray, J. W. ( 1974). Rock slope engineering, Elsevier Science, New York.
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History
Received: Jun 21, 1999
Published online: Nov 1, 2000
Published in print: Nov 2000
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Nasim Uddin
Member, ASCE
Asst. Prof. of Civ. Engrg., Univ. of Evansville, Evansville, IN 47722.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.