Publication Date:
2017
abstract:
Natural hydraulic lime-based mortars are recommended for retrofitting operations in historical buildings, primarily because of their high chemical, physical and mechanical compatibility with the existing ones; moreover, their autogenous and engineering self-healing capacities make them a more suitable material for the aforementioned interventions.
This work proposes a methodology to quantify the autogenous self-healing in terms of recovery of the compression strength and ultrasonic pulse velocity in samples made of natural hydraulic lime mortars; specimens were pre-cracked at different ages (14–84 days) and levels of damage (70% of the compression strength in pre-peak regime; 90% of the compression strength in post-peak regime), and then cured under water up to 28 days.
The capacity of healing after two loading/healing cycles has been also investigated.
An interdisciplinary approach has been pursued characterising the mechanical aspects of the healing and the chemical nature of the products via SEM/EDS analyses.
The results provide useful indication about the dependence of the self-healing capacity on the aforementioned variables.
This work proposes a methodology to quantify the autogenous self-healing in terms of recovery of the compression strength and ultrasonic pulse velocity in samples made of natural hydraulic lime mortars; specimens were pre-cracked at different ages (14–84 days) and levels of damage (70% of the compression strength in pre-peak regime; 90% of the compression strength in post-peak regime), and then cured under water up to 28 days.
The capacity of healing after two loading/healing cycles has been also investigated.
An interdisciplinary approach has been pursued characterising the mechanical aspects of the healing and the chemical nature of the products via SEM/EDS analyses.
The results provide useful indication about the dependence of the self-healing capacity on the aforementioned variables.
Iris type:
1.1 Articolo su Rivista
Keywords:
Autogenous self-healing; Compressive strength; UPV; Lime-based mortar
List of contributors:
DE NARDI, Cristina; Cecchi, Antonella; Ferrara, L.; Benedetti, A.; Cristofori, D.
Published in: