Failure criteria calibration based on the triaxial compression behavior of roller compacted concrete (RCC)-Reference-Cited by-同舟云学术

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Failure criteria calibration based on the triaxial compression behavior of roller compacted concrete (RCC)

Published:2021-01-06 Issue:1 Volume:54 Page:
ISSN:1359-5997
Container-title:Materials and Structures
language:en
Short-container-title:Mater Struct

Author:

Zhang Sherong,Wei Peiyong,Wang Chao,Wang Gaohui,Lu Wenbo,Cao Kelei

Funder

Natural Nature Science Foundation of China

National Natural Science Foundation of China

Foundation for Innovative Research Groups of the National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1617/s11527-020-01582-w.pdf

Reference63 articles.

1. Abdel-Halim MAH, Al-Omari MA, Iskender MM (1999) Rehabilitation of the spillway of Sama El-Serhan dam in Jordan, using roller compacted concrete. Eng Struct 21(6):497–506. https://doi.org/10.1016/S0141-0296(97)00224-1

2. Liu G, Lu W, Lou Y, Pan W, Wang Z (2018) Interlayer shear strength of Roller compacted concrete (RCC) with various interlayer treatments. Constr Build Mater 166:647–656. https://doi.org/10.1016/j.conbuildmat.2018.01.110

3. Wei B, Gu M, Li H, Xiong W, Xu Z (2018) Modeling method for predicting seepage of RCC dams considering time-varying and lag effect. STRUCT CONTROL HLTH 25(2):e2081. https://doi.org/10.1002/stc.2081

4. Yang L, Shi JJ (2009) Experimental study on the impact of rainfall on RCC construction. J CONSTR ENG M 136(5):477–483. https://doi.org/10.1061/(asce)co.1943-7862.0000156

5. Engineers UACO (2000) Roller-Compacted Concrete. EM 1110-2-2006 Department of the Army, Washington, DC

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