Elsevier

Construction and Building Materials

Volume 146, 15 August 2017, Pages 419-428
Construction and Building Materials

Review
Autonomous healing in concrete by bio-based healing agents – A review

https://doi.org/10.1016/j.conbuildmat.2017.04.111Get rights and content

Highlights

  • Effectiveness of self-healing by bacteria in concrete is discussed.

  • Encapsulation techniques and materials for bio-based healing action is presented.

  • Six robustness factors for effective healing by bacteria in concrete are highlighted and discussed.

  • Assessment methods for bio-based self-healing are discussed and compared.

Abstract

Crack formation in concrete structures is inevitable due to deterioration throughout its service life due to various load and non-load factors. Therefore, repair and maintenance operations are needed to prevent cracks from propagating and decrease the structures’ service life. However, accessibility to cracked zone may be difficult; besides such operations require capital and labor and contribute to pollution due to anthropogenic activities and usage of more repair materials. Self-healing may be a possible solution to reduce manual intervention. Autonomous crack sealing by bacteria induced carbonate precipitation is an environmental friendly mechanism which is studied intensively by many researchers worldwide. This review focuses on evaluation of crack healing by bacteria when it is added directly to the concrete or added after encapsulating it into a protective shell. Four key aspects that determine effectiveness of bacterial self- healing have been highlighted and discussed; they are capsule material and encapsulation of bio-agents, survival of capsules during concrete mixing, effect of addition of bio-agents or capsules on concrete properties, and sealing ability and recovery of mechanical and durability properties. Finally, research gaps and scope of future research work are identified and discussed.

Introduction

Cracking is inevitable in concrete due to its relatively lower tensile strength and action of different load and non-load factors. Sources of cracking may be varied including plastic shrinkage, drying shrinkage, thermal stresses, external loading and rebar corrosion or coupled effect of multiple factors. For example, micro-cracks may form due to shrinkage but may propagate at a lower stress level when external loading is applied causing network of cracks. Such network of cracks gives easy access to moisture and chemicals to seep into the structure or degrade concrete chemically. Such problems are worse in the tropics due to higher moisture content in the air and high precipitation. Cracks can be manually repaired but there are several problems associated with manual maintenance and repair operations such as impact on environment, accessibility and cost. Different chemical and cement based repair materials are used presently. Cement production is associated with about 7% of global anthropogenic CO2 emission [1] while chemical healing agents present threats including material incompatibility, health and environmental hazards [2]. Micro-cracks may originate in concrete just after construction or at advanced stage which is often unnoticed until it leads to major durability or structural issues. It is also a financial burden to carry out routine repair operations on facilities. Therefore, there is a need to find a sustainable way of healing cracks which involve less cost and eliminate the need of manual intervention.

Self-healing is an emerging concept of delivering high quality materials combined with the capability to heal damages and it has received much attention in past decade for application in building structures. Therefore, an effective self-healing mechanism may be able to reduce repair and maintenance works substantially and concomitant environmental and economic impacts. Recently, a sustainable mechanism of self-healing using microbial induced precipitation of calcium carbonate has been intensively studied to seal and heal cracks. Self-healing by microbes involve precipitation of calcium carbonate in cracks by direct action of bacteria species including Bacillus Subtilis on calcium compound such as calcium lactate [3] or by decomposition of urea by ureolytic bacteria such as Bacillus Sphaericus [4], [5]. Calcium carbonate precipitation by microbes is compatible with concrete and the process of formation is environmentally friendly [6]. Bacillus Sphaericus is known to be harmless to human [7]. Additionally, during the process oxygen is consumed and therefore it also reduces the chance of reinforcement corrosion. The genre Bacillus has qualities including tolerance to high alkaline environment and moisture and capacity to form spores which make it suitable to use as self-healing agent in concrete. Therefore, Bacillus has been most commonly used in research studies as the bio-agent for calcite precipitation [3], [4], [5], [8], [9], [10].

The review aims at evaluation of self-healing in concrete by biological action when the bacteria are directly added to concrete or added after encapsulation in mineral or chemical compounds. The discussion is conducted in the light of several key criteria including capsule material and encapsulation of bio-agents, survival of capsules during concrete mixing, viability of bacteria, effect of addition of bio-agents or capsules on concrete properties, and sealing ability and recovery of mechanical and durability properties.

Section snippets

Bio-based self-healing-mechanisms and approaches

Mentioned by Hammes and Verstraete [11], precipitation of calcium carbonate in natural environment is ideally influenced by concentration of calcium ions, pH of the solution, concentration of dissolved inorganic carbon and availability of nucleation sites. While the first three conditions relate to concrete matrix, the fourth one is provided by the bacterial cell itself. Bacterial precipitation may be achieved through different pathways like conversion of calcium compound such as Ca-lactate or

Evaluation of bio-based self-healing system

In general, ensuring efficient self-healing action would require optimization and evaluation of different aspects like effect of bio-agents, capsule and overall system design [21]. Key aspects covered in this review are

  • a)

    Capsule material and encapsulation of bio-agents.

  • b)

    Survival of capsules during concrete mixing.

  • c)

    Effect of addition of bio-agents and capsules on concrete properties.

  • d)

    Sealing ability and recovery of mechanical and durability properties.

Conclusion and scope of future work

It is a fact that the initial cost of incorporating bio-agents may be high at present. There may be two possible ways to make it commercially viable – by reducing the cost of production of bio-agents or by designing the self-healing action for longer life so that it works well under multiple cycles of loading and adverse environment condition to which structures are often subjected to. Presently, high cost is incurred due to a number of repair activities to handle several deterioration events

References (49)

  • G. Williams et al.

    Compression after impact assessment of self-healing CFRP

    Compos. A Appl. Sci. Manuf.

    (2009)
  • B. Hilloulin et al.

    Design of polymeric capsules for self-healing concrete

    Cem. Concr. Compos.

    (2015)
  • V.C. Li et al.

    Feasibility study of a passive smart self-healing cementitious composite

    Compos. B Eng.

    (1998)
  • V. Achal et al.

    Improved strength and durability of fly ash-amended concrete by microbial calcite precipitation

    Ecol. Eng.

    (2011)
  • C. Dry

    Procedures developed for self-repair of polymer matrix composite materials

    Compos. Struct.

    (1996)
  • P. Ghosh et al.

    Use of microorganism to improve the strength of cement mortar

    Cem. Concr. Res.

    (2005)
  • B. Johannesson et al.

    Microstructural changes caused by carbonation of cement mortar

    Cem. Concr. Res.

    (2001)
  • B. Dong et al.

    Smart releasing behavior of a chemical self-healing microcapsule in the stimulated concrete pore solution

    Cem. Concr. Compos.

    (2015)
  • B. Blaiszik et al.

    Microcapsules filled with reactive solutions for self-healing materials

    Polymer

    (2009)
  • H. Kua

    Integrated policies to promote sustainable use of steel slag for construction—a consequential life cycle embodied energy and greenhouse gas emission perspective

    Energy Build.

    (2015)
  • H.W. Kua et al.

    An attributional and consequential life cycle assessment of substituting concrete with bricks

    J. Clean. Prod.

    (2014)
  • E. Worrell et al.

    Carbon dioxide emissions from the global cement industry 1

    Annu. Rev. Energy Env.

    (2001)
  • H. Jonkers

    Bacteria-based self-healing concrete

    Heron

    (2011)
  • C.L. Luna-Finkler et al.

    Bacillus sphaericus and Bacillus thuringiensis to Insect Control: Process Development of Small Scale Production to Pilot-Plant-Fermenters

    (2012)
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