Durability of concrete — Degradation phenomena involving detrimental chemical reactions

https://doi.org/10.1016/j.cemconres.2007.09.015Get rights and content

Abstract

While interacting with its service environment, concrete often undergoes significant alterations that often have significant adverse consequences on its engineering properties. As a result, the durability of hydrated cement systems and their constituent phases has received significant attention from scientists and engineers. Cement paste deterioration by detrimental chemical reactions is discussed. First, the mechanisms that govern the transport of ions, moisture and gas are described. Then, different chemical degradation phenomena are reviewed. Microstructural alterations resulting from exposure to chlorides and carbon dioxide are discussed. Sulfate attack from external sources is described including processes resulting in the formation of ettringite and thaumasite. The mineralogy of Portland cement is sensitive to temperature and thermal cycling, particularly during the early hydration period.

Introduction

The good durability of Portland cement compositions in normal service environments has long been recognized. However, cements and concretes made with cement binders can be attacked and, as a result, exhibit a reduced service life. Most of the adverse conditions are recognized from experience and have been the subject of numerous examinations of field concretes as well as laboratory studies. Not surprisingly, research and testing have focused on the areas of underperformance.

The concept of a “service life” is not new. The ancient world used stone, brick, tile and, from Roman times onwards, concrete, because of their permanence. Today, cement and Portland cement concrete are widely used and comprise the world's major structural material.

Although modern cements are much improved in properties, the high and rising cost of construction and the economic cost and disruption associated with replacement and renewal, especially of major infrastructure facilities, placed new pressures on ensuring durable construction. Again, these pressures are not new but have intensified particularly in view of the relatively high carbon penalty associated with cement production and use.

The perceived problems arising from limited performance have long been the subject of investigation. Most of this has been empirical in nature although often employing sophisticated statistical controls. We have also seen the rise of modeling, as a way of predicting durability and compressing the time factor without distortion of the underlying mechanisms.

Thus the art and science of durability are in a state of great activity with the development of a variety of approaches. This is healthy. But we have so much of significance to report that this review can only capture selected aspects of current research.

Section snippets

Ionic transport

The development of ionic transport models has initially been motivated by concerns over the premature degradation of concrete structures exposed to chloride-laden environments. Early models were typically limited to simplified equations describing the diffusion of a single ion (e.g. chloride) in saturated concrete. These simple models were gradually improved to account for the complexity of ionic transport in unsaturated systems. Multi-ionic models that consider not only diffusion but other

Chloride ingress and corrosion

As mentioned previously in the introduction, the ingress of chloride and its role in corrosion initiation is what prompted the development of the first models dedicated to long-term durability analyses of concrete structures. The following sections summarize the different mechanisms involved during chloride ingress and the modeling approaches described in the literature.

Carbonation

The penetration of gaseous carbon dioxide within partially saturated concrete usually initiates a series of reactions with both ions dissolved in the pore solutions and the hydrated cement paste. The whole process can be summarized as a series of different steps. Gaseous carbon dioxide first penetrates the material. It then dissolves in the pore solution mainly as HCO3 and CO32−. The CO32− species then reacts with dissolved calcium to precipitate calcite, CaCO3, as well as other CO2-based

Decalcification

The decalcification process is usually described by the dissolution of portlandite and C–S–H in hydrated cement systems exposed to pure water, even though dissolution can be observed in other environments such as seawater. The leaching of ions (mainly calcium and hydroxide) from the pore solution to the external environment is responsible for the dissolution of these hydrates. This phenomenon typically affects structures which have been in contact with pure and acidic waters for long periods:

Sulfate attack

Cement-based materials exposed to sulfate-bearing solutions such as some natural or polluted ground waters (external sulfate attack), or by the action of sulfates present in the original mix (internal sulfate attack) [97], [103] can show signs of deterioration. Sulfate ions react with ionic species of the pore solution to precipitate gypsum (CaSO4.2H2O), ettringite ([Ca3Al(OH)6·12H2O]2·(SO4)3·2H2O) or thaumasite (Ca3[Si(OH)6·12H2O]·(CO3)·SO4) [97] or mixtures of these phases. The precipitation

Conclusions and perspectives

Since the last Congress, it has become more widely appreciated that (i) the real cost of concrete construction is partly dependant on service life and (ii) that the CO2 emissions associated with cement production need to be reduced. While a wide range of responses to these challenges are being developed, performance lifetime is an important factor in offsetting the emissions associated with cement production and use and improving the competitiveness of concrete construction.

Of course not all

Acknowledgements

The authors are grateful to Dr. Pierre Henocq for his invaluable contribution to the preparation of this paper. The authors would also like to acknowledge the financial support of the Canada Research Chair program and the Natural Sciences and Engineering Research Council of Canada.

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