Articulated Concrete Block Stability Assessment for Embankment-Overtopping Conditions-Reference-Cited by-同舟云学术

Articulated Concrete Block Stability Assessment for Embankment-Overtopping Conditions

Published:2014-05 Issue:5 Volume:140 Page:06014007
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Cox Amanda L.¹,Thornton Christopher I.²,Abt Steven R.³

Affiliation:

1. Research Scientist, Dept. of Civil Engineering, Engineering Research Center, Colorado State Univ., Fort Collins, CO 80523 (corresponding author).

2. Associate Professor and Hydraulic Laboratory Director, Dept. of Civil Engineering, Engineering Research Center, Colorado State Univ., Fort Collins, CO 80523.

3. Emeritus Professor, Dept. of Civil Engineering, Engineering Research Center, Colorado State Univ., Fort Collins, CO 80523.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29HY.1943-7900.0000844

Reference15 articles.

1. ARTICULATED CONCRETE BLOCK STABILITY TESTING

2. ASTM. (2008a). “Test method for performance testing of articulating concrete block (ACB) revetment systems for hydraulics stability in open channel flow.” ASTM D7277 West Conshohocken PA.

3. ASTM. (2008b). “Guide for analysis and interpretation of test data for articulating concrete block (ACB) revetment systems in open channel flow.” ASTM D7276 West Conshohocken PA.

4. Clopper P. E. (1989). “Hydraulic stability of articulated concrete block revetment systems during overtopping flow.” Rep. No. FHWA-RD-89-199 Federal Highway Administration McLean VA.

5. Protecting embankment dams with concrete block systems;Clopper P. E.;Hydro Review,1991

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