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DC Field | Value | Language |
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dc.contributor.author | Zhao, X | - |
dc.contributor.author | Liu, Y | - |
dc.contributor.author | Zou, C | - |
dc.contributor.author | He, L | - |
dc.contributor.author | Che, P | - |
dc.contributor.author | Li, J | - |
dc.date.accessioned | 2024-01-07T20:12:11Z | - |
dc.date.available | 2024-01-07T20:12:11Z | - |
dc.date.issued | 2023-12-29 | - |
dc.identifier | ORCID iD: Chunjiang Zou https://orcid.org/0000-0001-9646-0236 | - |
dc.identifier | 344 | - |
dc.identifier.citation | Zhao, X. et al. (2023) 'Physical Simulation of Brittle Rocks by 3D Printing Techniques Considering Cracking Behaviour and Permeability', Applied Sciences, 14 (1), 344, pp. 1 - 22. doi: 10.3390/app14010344. | en_US |
dc.identifier.uri | https://bura.brunel.ac.uk/handle/2438/27977 | - |
dc.description | Data Availability Statement: The data presented in this study are available on request from the corresponding author. The data are not publicly available due to privacy. | en_US |
dc.description.abstract | Copyright © 2023 by the authors. Additive manufacturing, commonly named 3D printing, is more frequently studied and used due to its ability to replicate micro- and macroscopic structures in natural rocks and fabricate complex experimental samples. Previous studies in this field mainly focused on mechanical properties and cracking behaviour but less on permeability because of the difficulties in unifying these three aspects with modern 3D printing techniques. Since the plaster-based 3D printing (PP) samples are more brittle and are close to rocks, and the stereolithography (SLA) samples have a higher resolution without chemical reaction with water, the present study combined these two mainstream 3D printing methods to try to replicate both the mechanical and permeable behaviour of rocks. Stereolithography (SLA) resolution can replicate submillimetre pores and structures in natural rocks. The result is that the PP method can successfully print rocklike samples, and their strength and failure modes are significantly influenced by the printing dip angle and sintering temperature. The porosity and anisotropy of the permeability of the samples printed by the SLA method are compared with the prototype porous basalt, and the replication ability in pore structures and seepage is confirmed. In addition to the experimental study, the theoretical permeability of samples printed with various resolutions is also discussed. The results of this study demonstrate the effectiveness of combining PP and SLA 3DP techniques for physically simulating natural porous rocks. | en_US |
dc.description.sponsorship | Jiangsu Province Carbon Peak Carbon Neutral Technology Innovation Project in China (grant number: BE2022034-3), the National Natural Science Foundation of China (grant numbers: 41372266 and 42220104007), and the State Key Laboratory for GeoMechanics and Deep Underground Engineering, China University of Mining & Technology (grant number: SKLGDUEK2115). | en_US |
dc.format.extent | 1 - 22 | - |
dc.format.medium | Electronic | - |
dc.language | English | - |
dc.language.iso | en_US | en_US |
dc.publisher | MDPI | en_US |
dc.rights | Copyright © 2023 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). | - |
dc.rights.uri | https://creativecommons.org/licenses/by/4.0/ | - |
dc.subject | 3D printing | en_US |
dc.subject | crack | en_US |
dc.subject | porosity | en_US |
dc.subject | sedimentary rock | en_US |
dc.subject | permeability | en_US |
dc.subject | porous rock | en_US |
dc.title | Physical Simulation of Brittle Rocks by 3D Printing Techniques Considering Cracking Behaviour and Permeability | en_US |
dc.type | Article | en_US |
dc.identifier.doi | https://doi.org/10.3390/app14010344 | - |
dc.relation.isPartOf | Applied Sciences | - |
pubs.issue | 1 | - |
pubs.publication-status | Published online | - |
pubs.volume | 14 | - |
dc.identifier.eissn | 2076-3417 | - |
dc.rights.holder | The authors | - |
Appears in Collections: | Dept of Civil and Environmental Engineering Research Papers |
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FullText.pdf | Copyright © 2023 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). | 1.69 MB | Adobe PDF | View/Open |
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