Experimental study on porosity-permeability regulation and strength enhancement of 3D-printed rock analogs: New insights from post-processing explorations

  • Yao Wang
  • , Yuanshu Zheng
  • , Rui Song*
  • , Jianjun Liu
  • , Chunhe Yang
  • , Yuzhu Wang
  • , Bo Zhang
  • *Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

Abstract

Sandy 3D printing is an emerging technique enabling fabrication of artificial rock analogs with designed structures and controllable physical properties, finding widespread application in rock mechanics and geosciences. However, the low strength, stiffness, and high porosity-permeability of sandy 3D-printed rock analogs (3D-PRA) limit their utility for simulating natural rocks across broader application scenarios. This study explores three modification infiltrates to quantitatively regulate 3D-PRA properties. We systematically evaluate their effects on the physical, mechanical, and hydraulic properties of modified specimens. Permeability-porosity relationships and strength enhancement are analyzed integrally, while compression tests assess mechanical properties and failure behavior. Notably, modification with the three infiltrates increases unconfined compressive strength by over tenfold, exceeding 50 MPa. Permeability is quantitatively regulated across orders of magnitude—from Darcy-scale (∼10D) to millidarcy levels (∼0.2mD). For aqueous nano-silica solution (ANSS), porosity and permeability vary systematically with infiltration parameters. Conversely, polyacrylic resin adhesive (PARA) and epoxy resin adhesive (EPRA) infiltrates significantly reduce permeability but exhibit no quantifiable parametric relationship; porosity trends similarly lack mathematical correlation. Microstructural evolution mechanisms are elucidated through micro-computed tomography (μ-CT) and scanning electron microscope (SEM) analysis. This work contributes a comparative analysis of infiltrate effects on 3D-PRA property regulation and proposes a precision-controlled ANSS-based process for simultaneous permeability-porosity management and strength enhancement, significantly expanding application potential.

Original languageEnglish
Article number107934
JournalResults in Engineering
Volume28
DOIs
StatePublished - Dec 2025

Bibliographical note

Publisher Copyright:
© 2025 The Authors.

Keywords

  • 3D printed rock
  • Modification
  • Permeability
  • Rock mechanics
  • μ-CT

ASJC Scopus subject areas

  • General Engineering

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