Effect of self-healing on strength and durability of zeolite-immobilized
bacterial cementitious mortar composites
Sini Bhaskar
a
, Khandaker M. Anwar Hossain
a, *
, Mohamed Lachemi
a
,
Gideon Wolfaardt
b
, Marthinus Otini Kroukamp
b
a
Department of Civil Engineering, Ryerson University, 350 Victoria St., Toronto, ON, M5B 2K3, Canada
b
Department of Chemistry & Biology, Ryerson University, 350 Victoria St., Toronto, ON, M5B 2K3, Canada
article info
Article history:
Received 22 October 2016
Received in revised form
16 April 2017
Accepted 23 May 2017
Available online 26 May 2017
Keywords:
Bacteria
Carrier
Crack healing
Compressive strength
Permeability
Self-healing
Cementitious mortar composites
abstract
There is a compelling economic incentive to develop concrete materials that can repair its own damage,
increase durability and prevent structural failure. This research investigated the potential of adding two
different mineral producing bacteria into two types of cementitious mortar matrix to enhance self-
healing ability for autonomous crack repair. In this study, zeolite was used as a carrier material to
protect bacteria in high pH environment normally exists in concrete. The spore forming ability and
ureolytic activity of zeolite-immobilized bacteria were investigated in order to examine potential for
producing healing compounds. The self-healing ability of bacteria incorporated normal and fiber rein-
forced mortars was judged based on the development of compressive strength and permeation prop-
erties of cracked specimens with age as well as micro-structural characterization of crack healing
compounds using scanning electron microscopy (SEM), energy dispersive spectrometer (EDS) and X-ray
diffraction.
© 2017 Elsevier Ltd. All rights reserved.
1. Introduction
Concrete is the most commonly used construction material
worldwide. However, concrete structures suffer from cracking that
leads to deterioration and shorter service life. Cracks can occur at
any stage of a structure's service life due to volume instabilities
within concrete or external factors affected by extreme loading,
harsh environmental exposure, poor construction procedures,
design errors, etc. Micro-cracks permit the penetration of water
and other impurities such as chloride and sulphate ions into the
concrete matrix, leading to premature matrix degradation, corro-
sion of embedded reinforcement and other deterioration, which
hinder structural integrity. Huge expenses are incurred maintain-
ing and repairing concrete structures; the estimated damage due to
corrosion in the US alone is $276 billion [1], with annual repair costs
at $18e21 billion [2]. Moreover, indirect costs due to traffic jams
and loss of productivity due to repairs are 10 times higher than the
direct costs of maintenance and repair [3]. It is therefore imperative
that crack propagation in concrete be minimized to extend
longevity and reduce maintenance; developing a concrete that can
treat and repair the damage on its own is a worthwhile goal.
Animals and plants have a natural capability to heal minor
damage on their bodies in a relatively short time, without external
influence. Similarly, the natural self-healing ability of concrete e
also known as autogenous healing e has been observed for many
years [4e6]. Micro-cracks in old structures self-heal through the
recrystallization of calcite [7]; in the right environment, with
augmentation of chemical and/or biological additives and in the
presence of moisture, concrete is able to seal its own cracks. In
general, carbon dioxide in the air is dissolved in water, reacting
with calcium ions in the concrete to produce calcium carbonate
crystals that attach and grow on the crack surface. This growth
leads to reduced crack width and eventual repair of the whole crack
[7,8]. However, with this natural process alone, only limited cracks
with widths up to 100 mm can be repaired [4,5]. To repair larger
cracks and ensure better healing consistency, chemical and bio-
logical amendments may be needed. Previous studies by various
researchers have concluded that self-healing behavior can be ach-
ieved by introducing bacteria into the concrete matrix [9,10]. Once
moisture enters through freshly formed cracks, dormant but viable
bacterial spores become metabolically active. Cracks are then
* Corresponding author.
E-mail address: ahossain@ryerson.ca (K.M. Anwar Hossain).
Contents lists available at ScienceDirect
Cement and Concrete Composites
journal homepage: www.elsevier.com/locate/cemconcomp
http://dx.doi.org/10.1016/j.cemconcomp.2017.05.013
0958-9465/© 2017 Elsevier Ltd. All rights reserved.
Cement and Concrete Composites 82 (2017) 23e33