Single-Particle Crushing Test of Coated Calcareous Sand Based on MICP.

Materials (Basel)

Institute of Resource and Environment, Henan Polytechnic University, Jiaozuo 454000, China.

Published: September 2024

AI Article Synopsis

  • - Calcareous sand is important for construction on islands and reefs, and using Microbially Induced Calcite Precipitation (MICP) is an innovative way to enhance its properties.
  • - The study used 3D scanning to measure the effects of MICP on sand particle size and shape, finding that treatment improved particle size and volume while reducing flatness.
  • - Testing showed that at a specific concentration of cementation solution, both the crushing strength and energy of the sand were maximized, and different crushing modes were identified, with thicker coatings influencing the way particles broke apart.

Article Abstract

Calcareous sand is a crucial construction material for island and reef development and reinforcing it using Microbially Induced Calcite Precipitation (MICP) technology is a promising new method. This study employed 3D scanning technology to assess changes in the particle size and morphology of MICP-treated, coated calcareous sand particles. Single-particle crushing tests were conducted to analyze their crushing strength, crushing energy, crushing modes, and fragment fractal dimensions. The results indicated that MICP treatment significantly increased particle size, surface area, and volume, while reducing flatness. At a cementation solution concentration of 1 mol/L, both crushing strength and crushing energy were optimized. The coated particles exhibited three crushing modes: explosive crushing, mixed crushing, and splitting crushing. Thicker coatings led to a tendency for particles to break into larger fragments through the mixed and splitting crushing modes. Fractal analysis revealed that coating thickness directly affects the local crushing characteristics of the particles.

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Source
http://www.ncbi.nlm.nih.gov/pmc/articles/PMC11478154PMC
http://dx.doi.org/10.3390/ma17194690DOI Listing

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