journal article·2022-09Open access

Matric suction and its effect on the shape stability of 3D printed concrete

Jin Hyun Lee, Jae Hong Kim

Abstract

The mix design of 3D printed concrete has adopted various types of binders and additives to enhance its casting performance and shape stability. Matric suction, as an attractive force among partially unsaturated particles of the binders and additives, influences the shape stability of firm cement paste composing 3D printed concrete. Higher matric suction induces higher compressive strength (or green strength) and higher elastic modulus. The extended Mohr–Coulomb failure envelope describes the stress state of the 3D printed concrete considering its matric suction. Variation of the matric suction takes parallel shifting and rotation of the shape failure envelope. The test results on the matric suction finally confirm the effect of binders and additives. Change in the water-to-binder ratio contributes to higher matric suction related to the paralel shift of the Mohr-Coulomb failure envelope, while incorporating nanoclay or polycarboxylate ether affects the internal friction angle of the binder.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Innovations in Concrete and Construction Materials · Additive Manufacturing and 3D Printing Technologies · Innovative concrete reinforcement materials

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (61)

Show source-provided references
1. Extrusion-based concrete 3D printing from a material perspective: a state-of-the-art review10.1016/j.cemconcomp.2020.103855 ↗
2. Digital concrete: opportunities and challenges10.21809/rilemtechlett.2016.16 ↗
3. Sanjayan · 2019
4. Additive manufacturing of concrete in construction: potentials and challenges of 3D concrete printing10.1080/17452759.2016.1209867 ↗
5. Setting on demand for digital concrete – principles, measurements, chemistry, validation10.1016/j.cemconres.2020.106047 ↗
6. Technologies for improving buildability in 3D concrete printing10.1016/j.cemconcomp.2021.104144 ↗
7. Extrusion rheometer for 3D concrete printing10.1016/j.cemconcomp.2021.104075 ↗
8. Triaxial compression testing on early age concrete for numerical analysis of 3D concrete printing10.1016/j.cemconcomp.2019.103344 ↗
9. Rheological test methods for the characterization of extrudable cement-based materials—a review
10. Extrusion of cement-based materials - an overview
11. A critical examination of the influence of material characteristics and extruder geometry on 3D printing of cementitious binders10.1016/j.cemconcomp.2020.103671 ↗
12. Rheology of semi-solid fresh cement pastes and mortars in orifice extrusion10.1016/j.cemconcomp.2013.01.004 ↗
13. Mechanical properties and deformation behaviour of early age concrete in the context of digital construction10.1016/j.compositesb.2019.02.040 ↗
14. Juxtaposing fresh material characterisation methods for buildability assessment of 3D printable cementitious mortars10.1016/j.cemconcomp.2021.104024 ↗
15. Structural built-up of cement-based materials used for 3D-printing extrusion techniques10.1617/s11527-015-0571-0 ↗
16. Squeeze flow coupled with dynamic pressure mapping for the rheological evaluation of cement-based mortars10.1016/j.cemconcomp.2018.05.016 ↗
17. Assessment of asymmetrical rheological behavior of cementitious material for 3D printing application10.1016/j.cemconres.2020.106305 ↗
18. Nanosilica particles as structural buildup agents for 3D printing with Portland cement pastes10.1016/j.conbuildmat.2019.05.174 ↗
19. Improving the 3D printability of high volume fly ash mixtures via the use of nano attapulgite clay10.1016/j.compositesb.2018.11.109 ↗
20. A poromechanics model for plastic shrinkage of fresh cementitious materials10.1016/j.cemconres.2018.04.013 ↗
21. Mortar pore pressure prediction during the first hours of cement hydration10.1016/j.cemconcomp.2021.103998 ↗
22. Evolution of concrete/formwork interface in slipforming process10.1007/978-3-319-99519-9_2 ↗
23. Evolution of strength and failure of SCC during early hydration10.1016/j.cemconres.2016.09.004 ↗
24. Experimental study of shear in granular media10.1163/156855206777213348 ↗
25. Cement-based mixes: shearing properties and pore pressure10.1016/j.cemconres.2011.09.007 ↗
26. Characterization of the shear behavior of mineral suspensions at controlled negative pressure conditions10.1016/j.powtec.2020.01.042 ↗
27. Constitutive relations for volume change in unsaturated soils10.1139/t76-029 ↗
28. The relationship of the unsaturated soil shear strength to the soil-water characteristic curve10.1139/t96-065 ↗
29. Modeling critical-state shear strength behavior of compacted silty sand via suction-controlled triaxial testing10.1016/j.enggeo.2017.10.011 ↗
30. Standard test method for flow of hydraulic cement mortar
31. Rheological behavior of mortars under different squeezing rates10.1016/j.cemconres.2009.05.014 ↗
32. Squeeze flow behavior of shear thickening fluid under constant volume10.1088/1361-665X/aa6ef0 ↗
33. Particle fluid separation in shear flow of dense suspensions: experimental measurements on squeezed clay pastes10.1515/arh-2004-0015 ↗
34. Identification of rheological parameters by the squeezing test10.1016/S0032-5910(02)00227-9 ↗
35. Yield stress criteria to assess the buildability of 3D concrete printing10.1016/j.conbuildmat.2019.117989 ↗
36. Modelling of pastes as viscous soils – lubricated squeeze flow10.1016/j.powtec.2017.09.052 ↗
37. Effect of salt content on total and matric suction of unsaturated soils
38. Soil water potential measurement: an overview10.1007/BF00296702 ↗
39. Response of microbial activity and community structure to decreasing soil osmotic and matric potential10.1007/s11104-011-0743-9 ↗
40. Comparison of testing techniques and models for establishing the SWCC of riverbank soils10.1016/j.enggeo.2009.09.003 ↗
41. Standard test methods for determination of the soil water chararcteristic curve for desorption using a hanging column, pressure extractor, chilled mirror hygrometer, or centrifuge
42. Total suction measurement of unsaturated soils with a device using the chilled-mirror dew-point technique10.1680/geot.2003.53.2.173 ↗
43. Methodology for determination of osmotic suction of soils10.1007/s10706-005-1882-7 ↗
44. Mechanics and microstructures of concentrated particle gels10.1111/j.1551-2916.2005.00622.x ↗
45. The microstructure of dispersed and non-dispersed fresh cement pastes - new insight by cryo-microscopy10.1016/j.cemconres.2007.11.007 ↗
46. The role of steric repulsive force in the dispersion of cement particles in fresh paste prepared with organic admixture
47. Role of steric hindrance in the performance of superplasticizers for concrete10.1111/j.1151-2916.1997.tb03169.x ↗
48. Predicting model for pore structure of concrete including Interface transition zone between aggregate and cement paste10.4334/IJCSM.2009.3.2.081 ↗
49. Larrard · 1999
50. Effects of superabsorbent polymers on the hydraulic parameters and water retention properties of soil
51. Shear strength of unsaturated soils10.1139/t78-029 ↗
52. Influence of matric suction on shear strength behavior of a residual clayey soil10.1007/s00254-007-0701-2 ↗
53. Modelling the stress versus settlement behavior of model footings in saturated and unsaturated sandy soils
54. Ward Wilson, modeling the unsaturated soil zone in slope stability analysis
55. Upper bound seismic limit analysis of geosynthetic-reinforced unsaturated soil walls10.1016/j.geotexmem.2020.02.001 ↗
56. Role of unsaturated soil mechanics in geotechnical engineering10.1186/s40703-019-0104-8 ↗
57. Effective cohesion for compacted clay10.1061/(ASCE)0733-9410(1992)118:4(611) ↗
58. From ordinary rhelogy concrete to self compacting concrete: a transition between frictional and hydrodynamic interactions10.1016/j.cemconres.2008.03.011 ↗
59. 1998
60. Hydro-mechanical properties of fresh cement pastes containing polycarboxylate superplasticizer10.1016/j.cemconres.2013.06.015 ↗
61. Influence of purified attapulgite clays on the adhesive properties of cement pastes as measured by the tack test10.1016/j.cemconcomp.2014.01.005 ↗