ASCE will be sunsetting the Civil Engineering Database (CEDB) in the coming months. We encourage you to start using the ASCE Library to perform content searches. In the ASCE Library, you can save your search results as well as receive email content alerts when new content relevant to your area of interest is published. Try it out today at https://ascelibrary.org.

 

Uplift Reduction Using Drains

by Tissa H. Illangasekare, Univ of Colorado, Boulder, CO, USA,
Bernard Amadei, Univ of Colorado, Boulder, CO, USA,
C. Chinnaswamy, Univ of Colorado, Boulder, CO, USA,



Document Type: Proceeding Paper

Part of: Waterpower '91: A New View of Hydro Resources

Abstract:

Uplift in cracks and in rock-concrete interface plays a crucial role in dam stability. Drains can be designed to intersect these cracks to reduce uplift. This paper explains how the effectiveness of drains in reducing uplift was investigated using laboratory experiments. A computer program was developed to allow analysts to model real or potential cases of cracks and to investigate the effects of alternative drain designs.

Subject Headings: Uplifting behavior | Drainage | Concrete dams | Gravity dams | Cracking | Fluid flow | Fluid dynamics

Services: Buy this book/Buy this article

 

Return to search