TY - JOUR
T1 - Experimental study on porosity-permeability regulation and strength enhancement of 3D-printed rock analogs
T2 - New insights from post-processing explorations
AU - Wang, Yao
AU - Zheng, Yuanshu
AU - Song, Rui
AU - Liu, Jianjun
AU - Yang, Chunhe
AU - Wang, Yuzhu
AU - Zhang, Bo
N1 - Publisher Copyright:
© 2025 The Authors.
PY - 2025/12
Y1 - 2025/12
N2 - 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.
AB - 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.
KW - 3D printed rock
KW - Modification
KW - Permeability
KW - Rock mechanics
KW - μ-CT
UR - https://www.scopus.com/pages/publications/105020961703
U2 - 10.1016/j.rineng.2025.107934
DO - 10.1016/j.rineng.2025.107934
M3 - Article
AN - SCOPUS:105020961703
SN - 2590-1230
VL - 28
JO - Results in Engineering
JF - Results in Engineering
M1 - 107934
ER -