Mechanical Properties of Roller Compacted Concrete under Triaxial Stress State

Huai Liang Wang; Yu Qing Ren

doi:10.4028/www.scientific.net/AMM.351-352.497

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 351-352Mechanical Properties of Roller Compacted Concrete...

Mechanical Properties of Roller Compacted Concrete under Triaxial Stress State

Abstract:

Considering the true mechanical states of roller compacted gravity and arch dams, the strength experiments of the roller compacted concrete (RCC) specimens with two graded-aggregates made from a high arch dam are carried out. These specimens are of three kinds: body specimens, layer-treated specimens and layer-untreated specimens and the tests include direct shear and triaxial compressive-compressive-shear, tensile-compressive-shear tests. The shear strength of three kinds of specimens under different stress states is analyzed systematically. By regression of the tests results, respective failure criterions for RCC under different combined loads are proposed.

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Periodical:

Applied Mechanics and Materials (Volumes 351-352)

Pages:

497-500

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.351-352.497

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Online since:

August 2013

Authors:

Huai Liang Wang*, Yu Qing Ren

Keywords:

Failure Criterion, Roller Compacted Concrete (RCC), Shear Strength, Triaxial Stress State

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* - Corresponding Author

References

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