Crack Repair in Concrete Using Biological Methods


Kaveh Ostad-Ali-Askari*

Citation: Crack Repair in Concrete Using Biological Methods, American Research Journal of Civil and Structural Engineering, vol 1, no. 1, pp. 28-35.

Copyright This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.


Abstract:

Formation of cracks can be often visible in concrete structures. Although small cracks hardly affect structural properties of a construction, but they increase permeability, which in itself reduces structural stability and threatens structural durability, especially in humid environments.The risk of cracks in concrete structures based in humid environment, such as concrete dams and spillways, is much higher. Concrete repair is a complex process that differs greatly from the recently applied technologies in concrete structures construction. In concrete repair, new materials should be combinedwith old materials in such a way that a suitable combination is obtained able to maintain structures durability over the time against the environmental factors. There are different methods of concrete cracks repair. In the present article we will review several methods for treating concrete cracks.

Keywords: Cracks in Concrete, Bacteria, Calcium Carbonate, Biological Method


Description:

INTRODUCTION

One of the recent concerns related to concrete structures is concrete cracks and their prevention. Concrete cracks become common,if tensile strength is relatively low. High tensile stresses might be caused by external loads that impose deformation (due to temperature gradients, confined shrinkage,anddifferential settlement), plastic shrinkage and settlement, and expansive reactions (due to gradual reinforcement corrosion, alkali silica reaction, sulfate attack). Without immediate and proper treatment, cracks tend to expand further, and eventually require more expensiverepair of cracks. Durability of concrete is also reduced by these cracks, because cracking creates an easy path for the passage of liquids and gasses that potentially contain harmful substances.

If micro-cracks grow and grow larger, they not only affect the concrete itself, but also the armature becomes attacked when it is exposed towater and oxygen, and possibly carbon dioxide and chlorides, that cause it to corrode [1].In the present article, we will review several methods for the repair of cracks in concrete.

TYPES OF CRACKS IN CONCRETE

Cracks in Paste: due to water decrease in cement paste.

Early Thermal Cracks: Ambient temperature is one of the important factors affecting emergence of concrete cracks. If concrete was poured in hot weather, it might have caused the temperature of concrete to increase. High temperature causes an increased rate of evaporation of water in concrete, and then, as a result, the hydration process becomes improper and the cracks in concrete are created.

Cracks Caused by Swelling: If concrete, is constantly kept in water, its water absorption will expand, despite the hydration.

Subsurface Cracks: These cracks are caused by excessive or insufficient trowelling, by putting too much cement in the mixture, and also poor processing.

Shrinkage Cracks: These cracks form and appear as a result of water loss, when the glittering of water disappears from the surface of concrete.

Structural Cracks: These type of cracks are generally linear, and arecaused by the load, thermal stresses or settlement.

REPAIR OF CONCRETE

Traditional Methods

There are plenty different methods availablefor repairof cracks, but traditional methods have somedisadvantageous aspects, such as environmental and health hazards.

Using Fibers

One of the suitable solutions for concrete cracks repair is to use small quantities of fiber to control the widening of cracks and to increase tensile strength of concrete.The wide application of fibers has begun in the early 1960s in advanced industrial countries, and over the past four decadesthe material and form of fibers, as well as production of fiber-reinforced concrete hasimproved, andits application has increased.The new natural and artificial fibersreplaced straw and cement replaced clay that were traditionally used in cob building material. The fibers used in concrete are made of different materials, such as glass, steel, carbon, polypropylene, Kevlar, etc. Among them, steel fibers have more advantages than other types, including:

1. It has elastic modulus and high strain rate deformation, that,due to the proper formation and high tensile strength, is considered to be one of the most suitable and economical type of fiber.

2. Provides the highest increase in the strength and plasticity of concrete.

3. Various external forms of construction can be made to improve concrete behavior.

4. It is simple to mix it with other concrete materials.

Using Cement Mortar

By this method the cracks with a width of 1 mm are filled with plastic material. If cracks are not active, it is possible to use a mortar made of Portland cement or a mortar that hasexpanding properties.However, if the cracks are active, necessarily by taking into account the conditions, sealing with pressuremay also be carried out.

Using Epoxy Resin

Filling the cracks with epoxy resin injections. By this method narrow ports with a width of 0.05 mm are put along the cracksat short intervals, and then crackssurface is completely sealed to prevent resin escape and leakage while injecting. If start and end of a crack is not on one heightlevel, the injection should be started from the lowest point until the highest.Transparent tubes are used to ensure optimum filling of injectable material into the cracks.

Using Silica Gel

Silica gel is used to immobilize bacteria. Silica gel was used not only for bacterial immobilization, but also as a cracks filler before the precipitation ofCaCO3 .Silica gel is a known microorganisms’ immobilizer. Like bacterial cells and yeasts and algae, it creates biological immobilization and is a suitable place for porosity and transfer of molecules and ions [13 and 14]. Polyurethane is also used in addition to bacterial immobilization to seal the cracks [15].

Stitching Method

This method can be used when high tensile strength is required among large cracks. Sewing of cracks leads to stiffening of the structure and that prevents the cracks to transfer to other parts of the structure, therefore it may be necessary to evaluate and to reinforce the surrounding parts as well.

Stressing Method

If in the parts to be repaired cracks take a wide area and require extensive stitching, the bud method may be considered as a proper solution. By this method the rebar or cables are employed in the damaged area of concrete, and then the pre-calculated stresses are entered onto them, thusfinally stressing them. By using this method care should be taken to ensure that the cracks do not migrate to other areas.

Shotcrete Method

By this method concrete or mortar is shot using air pressure into the holes, channels, molds, and surfaces to be repaired, but afterwards the surface does not become smooth, it is rough and uneven because of the unequal size of the aggregates used in the sprayed mixture.

Biological Repair

Since the combined polymers used today to repair and restore concrete are harmful to the environment, the use of biological methods can be very effective.Bacillus bacteria consume nutrients, having calcium lactate, and absorb nitrogen and phosphorus from environment, and thus produce calcium carbonate. Calcium lactate is soluble and calcium carbonate is insoluble. Thus, calcium carbonate precipitates, then hardens and becomes resistant. In addition to this, environment oxygen consumption by bacteria and reduction of oxygen in small crackscauses the reduction of corrosion and decay potential of metal components in concrete. But the presence of bacterial spores and nutrients having calcium lactate are not enough to activate the process of calcium carbonate mineralization.The process begins when hardening concrete removes microscopic cracks and leaking water enters the micro-cracks and reaches bacteria. Under such conditions, the mineralization of calcium carbonate and the self-healing of concrete begins and within a few days to a few weeks micro-cracks will be closed with a calcium carbonate gel precipitation, and a few months later the carbonate gel will harden and concrete will regain its lost resistance.In addition, since the calcium carbonate gel precipitationin the micro-cracks, leaking water cannot penetrate concreteanymore and metal components inconcrete become more resistant, and Bio concrete becomes more lasting.Figure 1 and 2 show the cracks in concrete and a way of how to repair them by producing calcium carbonate.

Bacterial stimulated calcium carbonate precipitation is a recommended alternative to other cracks repair methods, because it is environment friendly.Types of bacteria,such as Baciluss Sphaericus, Bacillus Cohnii, Bacillus Pasteurii, Bacillus Lentus, Bacillus Sphaericus and Ureolytic, are capable to produce calcium carbonate precipitation.

Varioustypes of biological repair based on different additives in different combinations together with with Bacillus Sphaericus bacteria provide different results that have been compared with traditional methods and cases without repair, and also with different combinations in the graphs below.

The results of the tests of the above combinationsshowed that, except for repair with the combination ,in comparison with other cases, all of them show reduced permeability. Repair with  and  shows moderate effectiveness and repair with  and  causes lower permeability of water.The resultsare approximately similar to the results of traditional methods and to the results of epoxy use. Also, because chloride may be harmful to concrete, so instead of it, BS combinations can be used with calcium nitrate and calcium acetate as alternative elements. Figures 3, 4 and 5 show the difference between traditional materials and biological materials with the different combinations and their effect on concrete width.