Uniaxial Compression Failure Behavior and Energy Evolution of Sandstone-Marble Waste Powder Concrete Composites

Xiang Huang1, Jiahao Cao1, Shuguang Zhang1

  • 1Guangxi Key Laboratory of Geomechanics and Geotechnical Engineering, Guilin University of Technology, Guilin 541004, China.

Summary

Interface roughness significantly impacts sandstone-concrete composite stability. Higher joint roughness coefficients (JRC) increase peak stress and elastic modulus, altering failure mechanisms from shear slip to tensile-dominated failure.

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