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.

 

Comparison of Joint Shear Strengths for Conventional and Roller Compacted Concrete

by Francis G. McLean, Bureau of Reclamation, Denver, CO, USA,
James S. Pierce, Bureau of Reclamation, Denver, CO, USA,



Document Type: Proceeding Paper

Part of: Roller Compacted Concrete II

Abstract:

Direct shear test data for parent material and bonded and unbonded jointed specimens of conventional and RCC (roller compacted concrete) are presented and compared. Results are discussed and recommendations made regarding shear strength values for lift joints in gravity dams constructed of RCC. Some discussion is presented on safety factors used in analyses.

Subject Headings: Shear strength | Shear tests | Roller-compacted concrete | Joints | Gravity dams | Concrete dams | Structural strength

Services: Buy this book/Buy this article

 

Return to search