TY - JOUR
T1 - Beyond the surface
T2 - Coupling water permeability assessments to X-ray micro-computed tomography for evaluation of self-healing on lime-based mortars
AU - Giordano, Franco Grosso
AU - Madrid, Dulce Valdez
AU - Schroer, Laurenz
AU - Boon, Nico
AU - Cnudde, Veerle
AU - De Belie, Nele
N1 - Publisher Copyright:
© 2024 Elsevier Ltd
PY - 2024/6/14
Y1 - 2024/6/14
N2 - Self-healing, a promising solution to cementitious structures' main problem - cracking, involves complex dynamics influenced by factors like crack type, size, and binder material. Existing tests lack a comprehensive approach to describe it. This study coupled the results of X-ray micro-computed tomography (micro-CT) to water flow tests and optical microscopy to obtain 3D crack volume analysis, water permeability, and crack widths, respectively. Three binder formulations - a pure cement, a 50 % lime - 50 % cement and a 33 % lime - 67 % metakaolin mix - were selected to test the method's accuracy across different mortars. On average, pure cement samples exhibited the best healing efficiency in all tests, albeit not significantly. Interestingly, neither water flow nor microscopy measurements could be correlated to crack volume changes, suggesting different aspects of selfhealing were captured. Micro-CT analysis provided clarification, revealing that self-healing predominately occurred at the surface. Additionally, the precipitation of self-healing products at the pore-crack interface led to certain pores becoming disconnected from the original crack. Therefore, the measured volume change of the crack appeared to be larger than the actual precipitation of healing products. Given the different limitations encountered on all tests, the use of coupled tests is encouraged for future studies.
AB - Self-healing, a promising solution to cementitious structures' main problem - cracking, involves complex dynamics influenced by factors like crack type, size, and binder material. Existing tests lack a comprehensive approach to describe it. This study coupled the results of X-ray micro-computed tomography (micro-CT) to water flow tests and optical microscopy to obtain 3D crack volume analysis, water permeability, and crack widths, respectively. Three binder formulations - a pure cement, a 50 % lime - 50 % cement and a 33 % lime - 67 % metakaolin mix - were selected to test the method's accuracy across different mortars. On average, pure cement samples exhibited the best healing efficiency in all tests, albeit not significantly. Interestingly, neither water flow nor microscopy measurements could be correlated to crack volume changes, suggesting different aspects of selfhealing were captured. Micro-CT analysis provided clarification, revealing that self-healing predominately occurred at the surface. Additionally, the precipitation of self-healing products at the pore-crack interface led to certain pores becoming disconnected from the original crack. Therefore, the measured volume change of the crack appeared to be larger than the actual precipitation of healing products. Given the different limitations encountered on all tests, the use of coupled tests is encouraged for future studies.
KW - Lime-based
KW - Material characterization
KW - Mortar
KW - Self-healing
KW - X-ray micro-computed tomography (micro-CT)
UR - https://www.scopus.com/pages/publications/85192787221
U2 - 10.1016/j.conbuildmat.2024.136603
DO - 10.1016/j.conbuildmat.2024.136603
M3 - Article
SN - 0950-0618
VL - 431
JO - Construction and Building Materials
JF - Construction and Building Materials
M1 - 136603
ER -