Crack healing in concrete using various bio influenced self-healing techniques

• Published in: Construction & building materials Vol. 102; pp. 349 - 357
• Main Authors: Khaliq, Wasim, Ehsan, Muhammad Basit
• Format: Journal Article
• Language: English
• Published: Elsevier Ltd 15.01.2016; Elsevier B.V
• Subjects: Analysis; Bacteria; Calcium lactate; Chemical properties; Chemical reactions; Compressive strength; Concrete; Cracks; Graphite nano platelets; Properties; Self-healing; Pakistan; Cracks; Graphite nano platelets; Bacteria; Concrete; Self-healing; Compressive strength; Calcium lactate
• ISSN: 0950-0618; 1879-0526
• DOI: 10.1016/j.conbuildmat.2015.11.006

•Experimental study was carried out in order to find optimum self-healing technique.•Concrete crack healing was observed for various bacteria incorporation techniques.•Graphite nanoplatelets emerged as good carrier compound for short period healing.•Light weight aggregate depicted as good carrier compound for long period healing.•Light weight aggregate incorporation improved compressive strength of concrete. Crack formation and progression under tensile stress is a major weakness of concrete. These cracks also make concrete vulnerable to deleterious environment due to ingress of harmful compounds. Crack healing in concrete can be helpful in mitigation of development and propagation of cracks in concrete. This paper presents the process of crack healing phenomenon in concrete by microbial activity of bacteria, Bacillus subtilis. Bacteria were introduced in concrete by direct incorporation, and thorough various carrier compounds namely light weight aggregate and graphite nano platelets. In all the techniques, calcium lactate was used as an organic precursor. Specimens were made for each mix to quantify crack healing and to compare changes in compressive strength of concrete. Results showed that bacteria immobilized in graphite nano platelets gave better results in specimens pre-cracked at 3 and 7days while bacteria immobilized in light weight aggregates were more effective in samples pre-cracked at 14 and 28days. In addition, concrete incorporated with bacteria immobilized in light weight aggregate, also exhibited significant enhancement in compressive strength of concrete.