Misplaced Pages

Pozzolanic activity

Article snapshot taken from Wikipedia with creative commons attribution-sharealike license. Give it a read and then ask your questions in the chat. We can research this topic together.
Capacity of silica-rich materials to react with calcium hydroxyde to form calcium silicate hydrates

The pozzolanic activity is a measure for the degree of reaction over time or the reaction rate between a pozzolan and Ca or calcium hydroxide (Ca(OH)2) in the presence of water. The rate of the pozzolanic reaction is dependent on the intrinsic characteristics of the pozzolan such as the specific surface area, the chemical composition and the active phase content.

Physical surface adsorption is not considered as being part of the pozzolanic activity, because no irreversible molecular bonds are formed in the process.

Reaction

The pozzolanic reaction is the chemical reaction that occurs in portland cement upon the addition of pozzolans. It is the main reaction involved in the Roman concrete invented in Ancient Rome and used to build, for example, the Pantheon. The pozzolanic reaction converts a silica-rich precursor with no cementing properties, to a calcium silicate, with good cementing properties.

In chemical terms, the pozzolanic reaction occurs between calcium hydroxide, also known as portlandite (Ca(OH)2), and silicic acid (written as H4SiO4, or Si(OH)4, in the geochemical notation):

Ca(OH)2 + H4SiO4 → CaH2SiO4·2 H2O

or summarized in abbreviated cement chemist notation:

CH + SH → C-S-H

The pozzolanic reaction can also be written in an ancient industrial silicate notations as:

Ca(OH)
2 + H
2SiO
3 → CaSiO
3·2 H
2O

or even directly:

Ca(OH)
2 + SiO
2 → CaSiO
3·H
2O

Both notations still coexist in the literature, depending on the research field considered. However, the more recent geochemical notation in which the Si atom is tetracoordinated by four hydroxyl groups (Si(OH)
4, also commonly noted H
4SiO
4) is more correct than the ancient industrial silicate notation for which silicic acid (H
2SiO
3) was represented in the same way as carbonic acid (H
2CO
3) whose geometrical configuration is trigonal planar. When only considering mass balance, they are equivalent and both are used.

The product CaH2SiO4·2 H2O is a calcium silicate hydrate, also abbreviated as C-S-H in cement chemist notation, the hyphenation denotes the variable stoichiometry. The atomic (or molar) ratio Ca/Si, CaO/SiO2, or C/S, and the number of water molecules can vary and the above-mentioned stoichiometry may differ.

Many pozzolans may also contain aluminate, or Al(OH)4, that will react with calcium hydroxide and water to form calcium aluminate hydrates such as C4AH13, C3AH6 or hydrogarnet, or in combination with silica C2ASH8 or strätlingite (cement chemist notation). In the presence of anionic groups such as sulfate, carbonate or chloride, AFm phases and AFt or ettringite phases can form.

Pozzolanic reaction is a long term reaction, which involves dissolved silicic acid, water and CaO or Ca(OH)2 or other pozzolans to form a strong cementation matrix. This process is often irreversible. Sufficient amount of free calcium ion and a high pH of 12 and above is needed to initiate and maintain the pozzolanic reaction. This is because at a pH of around 12, the solubility of silicon and aluminium ions is high enough to support the pozzolanic reaction.

Activity determining parameters

Particle properties

Prolonged grinding results in an increased pozzolanic activity by creating a larger specific surface area available for reaction. Moreover, grinding also creates crystallographic defects at and below the particle surface. The dissolution rate of the strained or partially disconnected silicate moieties is strongly enhanced. Even materials which are commonly not regarded to behave as a pozzolan, such as quartz, can become reactive once ground below a certain critical particle diameter.

Composition

The overall chemical composition of a pozzolan is considered as one of the parameters governing long-term performance (e.g. compressive strength) of the blended cement binder, ASTM C618 prescribes that a pozzolan should contain SiO2 + Al2O3 + Fe2O3 ≥ 70 wt.%. In case of a (quasi) one phase material such as blast-furnace slags the overall chemical composition can be considered as meaningful parameter, for multi-phase materials only a correlation between the pozzolanic activity and the chemistry of the active phases can be sought.

Many pozzolans consist of a heterogeneous mixture of phases of different pozzolanic activity. Obviously, the content in reactive phases is an important property determining the overall reactivity. In general, the pozzolanic activity of phases thermodynamically stable at ambient conditions is low when compared to on an equal specific surface basis to less thermodynamically stable phase assemblages. Volcanic ash deposits containing large amounts of volcanic glass or zeolites are more reactive than quartz sands or detrital clay minerals. In this respect, the thermodynamic driving force behind the pozzolanic reaction serves as a rough indicator of the potential reactivity of a (alumino-)silicate material. Similarly, materials showing structural disorder such as glasses show higher pozzolanic activities than crystalline ordered compounds.

Reaction conditions

The rate of the pozzolanic reaction can also be controlled by external factors such as the mix proportions, the amount of water or space available for the formation and growth of hydration products and the temperature of reaction. Therefore, typical blended cement mix design properties such as the replacement ratio of pozzolan for Portland cement, the water to binder ratio and the curing conditions strongly affect the reactivity of the added pozzolan.

Pozzolanic activity tests

Mechanical tests

Mechanical evaluation of the pozzolanic activity is based upon a comparison of the compressive strength of mortar bars containing pozzolans as a partial replacement for Portland cement to reference mortar bars containing only Portland cement as binder. The mortar bars are prepared, cast, cured and tested following a detailed set of prescriptions. Compressive strength testing is carried out at fixed moments, typically 3, 7, and 28 days after mortar preparation. A material is considered pozzolanically active when it contributes to the compressive strength, taking into account the effect of dilution. Most national and international technical standards or norms include variations of this methodology.

Chemical tests

A pozzolanic material is by definition capable of binding calcium hydroxide in the presence of water. Therefore, the chemical measurement of this pozzolanic activity represents a way of evaluating pozzolanic materials. This can be done by directly measuring the amount of calcium hydroxide a pozzolan consumes over time. At high water to binder ratio (suspended solutions), this can be measured by titrimety or by spectroscopic techniques. At lower water to binder ratios (pastes), thermal analysis or X-ray powder diffraction techniques are commonly used to determine remaining calcium hydroxide contents. Other direct methods have been developed that aim to directly measure the degree of reaction of the pozzolan itself. Here, selective dissolutions, X-ray powder diffraction or scanning electron microscopy image analysis methods have been used.

Indirect methods comprise on the one hand methods that investigate which material properties are responsible for the pozzolan's reactivity with portlandite. Material properties of interest are the (re)active silica and alumina content, the specific surface area and/or the reactive mineral and amorphous phases of the pozzolanic material. Other methods indirectly determine the extent of the pozzolanic activity by measuring an indicative physical property of the reacting system. Measurements of the electrical conductivity, chemical shrinkage of the pastes or the heat evolution by heat flow calorimetry reside in the latter category.

See also

References

  1. Takemoto, K.; Uchikawa H. (1980). "Hydration of pozzolanic cements". Proceedings of the 7th International Congress on the Chemistry of Cement. IV-2: 1–29.
  2. Cherian, C.; Arnepalli, D. (2015). "A critical appraisal of the role of clay mineralogy in lime stabilization". International Journal of Geosynthetics and Ground Engineering. 1 (1): 1–20. doi:10.1007/s40891-015-0009-3. S2CID 256465326.
  3. Benezet, J.C.; Benhassaine A. (1999). "Grinding and pozzolanic reactivity of quartz powders". Powder Technology. 105 (1–3): 167–171. doi:10.1016/S0032-5910(99)00133-3.
  4. Massazza, F. (2001). "Pozzolana and pozzolanic cements". Lea's Chemistry of Cement and Concrete. Butterworth-Heinemann: 471–636.
  5. Snellings, R.; Mertens G.; Elsen J. (2012). "Supplementary cementitious materials". Reviews in Mineralogy and Geochemistry. 74 (1): 211–278. Bibcode:2012RvMG...74..211S. doi:10.2138/rmg.2012.74.6.

Further reading

  • Cook D.J. (1986) Natural pozzolanas. In: Swamy R.N., Editor (1986) Cement Replacement Materials, Surrey University Press, p. 200.
  • Lechtman H. and Hobbs L. (1986) "Roman Concrete and the Roman Architectural Revolution", Ceramics and Civilization Volume 3: High Technology Ceramics: Past, Present, Future, edited by W.D. Kingery and published by the American Ceramics Society, 1986; and Vitruvius, Book II:v,1; Book V:xii2.
  • McCann A.M. (1994) "The Roman Port of Cosa" (273 BC), Scientific American, Ancient Cities, pp. 92–99, by Anna Marguerite McCann. Covers, hydraulic concrete, of "Pozzolana mortar" and the 5 piers, of the Cosa harbor, the Lighthouse on pier 5, diagrams, and photographs. Height of Port city: 100 BC.
  • Mertens, G.; R. Snellings; K. Van Balen; B. Bicer-Simsir; P. Verlooy; J. Elsen (2009). "Pozzolanic reactions of common natural zeolites with lime and parameters affecting their reactivity". Cement and Concrete Research. 39 (3): 233–240. doi:10.1016/j.cemconres.2008.11.008. ISSN 0008-8846.
Categories: