Direct ink writing of multiple mineral materials (M3) coupled with simulation analysis is an optimization solution in accordance with low-carbon and sustainable manufacturing. It improves the ability to imitate natural biological iterative optimization, and accurately obtained data for geological model tests to effectively help prevent natural disasters. This article investigates the effects of equivalent materials on the direct ink writing and permeability behaviors through geological simulation models. The mineral compositions provide adjustable cohesion and compression coefficient properties and considerably improve the stability and dispersion of slurry by adjusting parameters such as the viscosity, filling ratio, and deposition height. The upper limit of the permeability depends on the designed macropores and the printing accuracy because macro features provide pathways for rapid water infiltration into the printed specimen. This research establishes guidelines for the fabrication of components with tailored and designed-pore-dependent permeability properties that are primarily for slope geotechnical engineering applications.
Get full access to this article
View all access options for this article.
References
1.
FanT-c, ZhouC-b, JiangN, et al.Optimizing process of preparing artificial-similar material for rocky slope with uniform formula design. J Central South University, 2018; 25(12):2871–2882; doi: https://doi.org/10.1007/s11771-018-3959-5
2.
ChenS, WangH, ZhangJ, et al.Experimental study on low-strength similar-material proportioning and properties for coal mining. Adv Mater Sci Eng, 2015; 2015:1–6; doi: https://doi.org/10.1155/2015/696501
3.
BunawanAR, MomeniE, ArmaghaniDJ, et al.Experimental and intelligent techniques to estimate bearing capacity of cohesive soft soils reinforced with soil-cement columns. Measurement, 2018; 124:529–538; doi: https://doi.org/10.1016/j.measurement.2018.04.057
4.
SelleyRC.3—Particles, Pores, and Permeability. In: Applied Sedimentology (Second Edition). (SelleyRC. ed.) Academic Press: San Diego, CA, USA, 2000; pp. 41–86.
5.
Al-YaqoubTH, ParolJ, ZnidarcicD. Experimental investigation of volume change behavior of swelling soil. Appl Clay Sci, 2017; 137:22–29; doi: https://doi.org/10.1016/j.clay.2016.11.018
6.
Scalia IVJ, BensonCH, BohnhoffGL, et al.Long-term hydraulic conductivity of a bentonite-polymer composite permeated with aggressive inorganic solutions. J Geotech Geoenviron Eng, 2014; 140(3):04013025; doi: https://doi.org/10.1061/(ASCE)GT.1943-5606.0001040
7.
Grabowska-OlszewskaB. Modelling physical properties of mixtures of clays: Example of a two-component mixture of kaolinite and montmorillonite. Appl Clay Sci, 2003; 22(5):251–259; doi: https://doi.org/10.1016/S0169-1317(03)00078-4
8.
MontazerianH, ZhianmaneshM, DavoodiE, et al.Longitudinal and radial permeability analysis of additively manufactured porous scaffolds: Effect of pore shape and porosity. Mater Des, 2017; 122:146–156; doi: https://doi.org/10.1016/j.matdes.2017.03.006
9.
ZhangC, ZhengH, YangL, et al.Mechanical responses of sheet-based gyroid-type triply periodic minimal surface lattice structures fabricated using selective laser melting. Mater Des, 2022; 214:110407; doi: https://doi.org/10.1016/j.matdes.2022.110407
10.
LiZ, LiH, YinJ, et al.A review of spatter in laser powder bed fusion additive manufacturing: In situ detection, generation, effects, and countermeasures. Micromachines, 2022; 13(8); doi: 10.3390/mi13081366
11.
ChenQ, JingY, YinJ, et al.High reflectivity and thermal conductivity Ag−Cu multi-material structures fabricated via laser powder bed fusion: Formation mechanisms, interfacial characteristics, and molten pool behavior. Micromachines, 2023; 14(2):362.
12.
B LYAA CY, B WC, et al. Compression–compression fatigue behaviour of gyroid-type triply periodic minimal surface porous structures fabricated by selective laser melting. Acta Mater, 2019; 181:49–66.
13.
TekinE, AkbasSO. Artificial neural networks approach for estimating the groutability of granular soils with cement-based grouts. Bull Eng Geol Environ, 2011; 70(1):153–161; doi: https://doi.org/10.1007/s10064-010-0295-x
14.
AndrianiG, WalshN. Fabric, porosity and water permeability of calcarenites from Apulia (SE Italy) used as building and ornamental stone. Bull Eng Geol Env, 2003; 62(1):77–84; doi: https://doi.org/10.1007/s10064-002-0174-1
15.
SanjayanJG, NematollahiB, XiaM, et al.Effect of surface moisture on inter-layer strength of 3D printed concrete. Constr Build Mater, 2018; 172:468–475; doi: https://doi.org/10.1016/j.conbuildmat.2018.03.232
16.
PerrotA, RangeardD, PierreA. Structural built-up of cement-based materials used for 3D-printing extrusion techniques. Mater Struct, 2016; 49(4):1213–1220; doi: https://doi.org/10.1617/s11527-015-0571-0
17.
PierantozziD, ScalzoneA, JindalS, et al.3D printed Sr-containing composite scaffolds: Effect of structural design and material formulation towards new strategies for bone tissue engineering. Compos Sci Technol, 2020; 191:108069; doi: https://doi.org/10.1016/j.compscitech.2020.108069
18.
DengM, XuQ, ZhengG, et al.Study on the formation mechanism of Jiweishan landslide in Wulong, Chongqing, China-based on centrifugal model test. Chin J Rock Mech Eng, 2016; 35:3024–3035; doi: https://doi.org/10.13722/j.cnki.jrme.2014.1582
19.
LiuW, SunD, LiC, et al.Formation and stability of paraffin oil-in-water nano-emulsions prepared by the emulsion inversion point method. J Colloid Interface Sci, 2006; 303(2):557–563; doi: https://doi.org/10.1016/j.jcis.2006.07.055
20.
TangD, HaoL, LiY, et al.Investigation of wax-based barite slurry and deposition for 3D printing landslide model. Composites Part A, 2018; 108:99–106; doi: https://doi.org/10.1016/j.compositesa.2018.02.007
21.
DuncanJM, WrightSG, BrandonTL. Soil strength and slope stability. John Wiley & Sons, Hoboken, New Jersey; 2014.
22.
ZhengY, ChenC, LiuT, et al.Slope failure mechanisms in dipping interbedded sandstone and mudstone revealed by model testing and distinct-element analysis. Bull Eng Geol Env, 2018; 77(1):49–68; doi: https://doi.org/10.1007/s10064-017-1007-6
LiS, DuanW, ZhaoT, et al.The fabrication of SiBCN ceramic components from preceramic polymers by digital light processing (DLP) 3D printing technology. J Eur Ceram Soc, 2018; 38(14):4597–4603; doi: https://doi.org/10.1016/j.jeurceramsoc.2018.06.046
25.
OrdoñezE, GallegoJM, ColoradoHA. 3D printing via the direct ink writing technique of ceramic pastes from typical formulations used in traditional ceramics industry. Appl Clay Sci, 2019; 182:105285; doi: https://doi.org/10.1016/j.clay.2019.105285
WuYM, LanHX, GaoX, et al.A simplified physically based coupled rainfall threshold model for triggering landslides. Eng Geol, 2015; 195:63–69; doi: https://doi.org/10.1016/j.enggeo.2015.05.022
28.
AlvioliM, GuzzettiF, RossiM. Scaling properties of rainfall induced landslides predicted by a physically based model. Geomorphology, 2014; 213(5):38–47; doi: https://doi.org/10.1016/j.geomorph.2013.12.039
29.
SchilirãL, MontrasioL, ScarasciaMG. Prediction of shallow landslide occurrence: Validation of a physically-based approach through a real case study. Sci Total Environ, 2016; 569–570:134–144; doi: https://doi.org/10.1016/j.scitotenv.2016.06.124
30.
WenBP, AydinA, Duzgoren-AydinNS, et al.Residual strength of slip zones of large landslides in the Three Gorges area, China. Eng Geol, 2007; 93(3–4):82–98; doi: https://doi.org/10.1016/j.enggeo.2007.05.006
31.
WuY, MiaoF, LiL, et al.Time-varying reliability analysis of Huangtupo Riverside No.2 Landslide in the Three Gorges Reservoir based on water-soil coupling. Eng Geol, 2017; 226:267–276; doi: https://doi.org/10.1016/j.enggeo.2017.06.016
32.
TangH, HuX, XuC, et al.A novel approach for determining landslide pushing force based on landslide-pile interactions. Eng Geol, 2014; 182:15–24.
33.
HuX, ZhangM, SunM, et al.Deformation characteristics and failure mode of the Zhujiadian landslide in the Three Gorges Reservoir, China. Bull Eng Geol Environ, 2015; 74(1):1–12; doi: https://doi.org/10.1007/s10064-013-0552-x
34.
TangH, LiC, HuX, et al.Deformation response of the Huangtupo landslide to rainfall and the changing levels of the Three Gorges Reservoir. Bull Eng Geol Environ, 2015; 74(3):933–942; doi: https://doi.org/10.1007/s10064-014-0671-z
35.
HuX, HeC, ChangZ, et al.Model test and numerical analysis on the deformation and stability of a landslide subjected to reservoir filling. Geofluids, 2019; 2019:1–15; doi: https://doi.org/10.1155/2019/5924580
36.
LehuaQ, XiaoshanJ, JunL, et al.Dominant factors of metal jet breakup in micro droplet deposition manufacturing technique. Chin J Aeronaut, 2010; 23(4):495–500; doi: https://doi.org/10.1016/S1000-9361(09)60246-6
37.
ObadaDO, Dodoo-ArhinD, DaudaM, et al.Physico-mechanical and gas permeability characteristics of kaolin based ceramic membranes prepared with a new pore-forming agent. Appl Clay Sci, 2017; 150:175–183: doi: https://doi.org/10.1016/j.clay.2017.09.014
38.
YangY, ZhangH, ZhangK, et al.Vulcanization, interfacial interaction, and dynamic mechanical properties of in-situ organic amino modified kaolinite/SBR nanocomposites based on latex compounding method. Appl Clay Sci, 2020; 185:105366; doi: https://doi.org/10.1016/j.clay.2019.105366
39.
WuY, TahmasebiP, LinC, et al.Effects of micropores on geometric, topological and transport properties of pore systems for low-permeability porous media. J Hydrol, 2019; 575:327–342: doi: https://doi.org/10.1016/j.jhydrol.2019.05.014
40.
BultreysT, Van HoorebekeL, CnuddeV. Multi-scale, micro-computed tomography-based pore network models to simulate drainage in heterogeneous rocks. Adv Water Resour, 2015; 78:36–49: doi: https://doi.org/10.1016/j.advwatres.2015.02.003
41.
PhamL, TranP, SanjayanJ. Steel fibres reinforced 3D printed concrete: Influence of fibre sizes on mechanical performance. Constr Build Mater, 2020; 250:118785; doi: https://doi.org/10.1016/j.conbuildmat.2020.118785
Supplementary Material
Please find the following supplemental material available below.
For Open Access articles published under a Creative Commons License, all supplemental material carries the same license as the article it is associated with.
For non-Open Access articles published, all supplemental material carries a non-exclusive license, and permission requests for re-use of supplemental material or any part of supplemental material shall be sent directly to the copyright owner as specified in the copyright notice associated with the article.
