Triaxial Compressive Behavior of Two Types of Concrete with Curing Conditions of Construction Site

Yi Bo Xiong; Lu Peng; Jin Xu; Liang Ma

doi:10.4028/www.scientific.net/AMR.261-263.38

Paper Titles

Experimental Research on Main Properties of New Recycled Coarse Aggregate Concrete
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Impact Study on Mechanical Properties of Recycled Concrete Based on Waste Brick Aggregates
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Improvement of Setting Property of Magnesia Phosphate Cement by Recycling Boron Mud
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Effect of Cement on Compressibility and Microstructure of Tropical Peat
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Triaxial Compressive Behavior of Two Types of Concrete with Curing Conditions of Construction Site
p.38

Research on Secondary Effluent and Reclaimed Water Reusing for Concrete Mixing
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Beam Test Research on Bond Behavior between Steel Bar and Concrete in Salt-Frost Environment
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Research on Corrosion Characteristics of Stainless Steel Bar in Stray Current and Chloride Ion Coexisted Environment
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Study on Effect of Soaking Time on the Transmission of Chloride Ion in Concrete under Drying-Wetting Cycles
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 261-263Triaxial Compressive Behavior of Two Types of...

Triaxial Compressive Behavior of Two Types of Concrete with Curing Conditions of Construction Site

Abstract:

Based on an extensive experimental program under uniaxial and triaxial compression, this paper studies the mechanical behavior of two types of concrete with the same raw materials and the same curing conditions of the construction site. Stress-strain relations and strengths are obtained under triaxial compression with confining pressures from 10MPa to 120MPa. Material constants of different types of failure criterion are determined by the statistical method with the data from this study and public literature, including linear Mohr-Coulomb model, parabolic Willam-Warnke failure criterion and power functional Johnson-Holmquist model. The results indicate that the modulus of both types of concrete decrease as an exponential decay law with the increase of confining pressures in triaxial compression.

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Periodical:

Advanced Materials Research (Volumes 261-263)

Pages:

38-42

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.261-263.38

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Online since:

May 2011

Authors:

Yi Bo Xiong, Lu Peng, Jin Xu, Liang Ma

Keywords:

Concrete, Failure Criterion, Triaxial Compression

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