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Engineering Geology

Engineering Geology - geomuseu

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Chapter 6<br />

drainage and escape of moisture from the frontal advance of the ice line and, therefore, are<br />

less frost susceptible. Fine-grained rocks that have over 5% sorbed water are often very<br />

susceptible to frost damage, whereas those containing less than 1% are very durable.<br />

Freezing tests have proved an unsatisfactory method of assessing frost resistance. Capillary<br />

tests have been used in France and Belgium to assess the frost susceptibility of building<br />

stone, whereas in Britain, a crystallization test has been used (Anon, 1983).<br />

Deleterious salts, when present in a building stone, are generally derived from the ground<br />

or the atmosphere, although soluble salts may occur in the pores of the parental rock.<br />

Their presence in a stone gives rise to different effects. They may cause efflorescence by<br />

crystallizing on the surface of a stone. In subflorescence, crystallization takes place just<br />

below the surface and may be responsible for surface scabbing. The pressures produced<br />

by crystallization of salts in small pores are appreciable, for instance, halite (NaCl) exerts a<br />

pressure of 200 MPa; gypsum (CaSO 4 ◊nH 2 O), 100 MPa; anhydrite (CaSO 4 ), 120 MPa and<br />

kieserite (MgSO 4 ◊nH 2 O), 100 MPa; and are often sufficient to cause disruption. Crystallization<br />

caused by freely soluble salts such as sodium chloride, sodium sulphate or sodium hydroxide<br />

can lead to the surface of a stone crumbling or powdering. Deep cavities may be formed<br />

in magnesian limestone when it is attacked by magnesium sulphate (Fig. 6.1). Salt action can<br />

Figure 6.1<br />

A cavity formed in magnesian limestone, parish church, Retford, Nottinghamshire, England.<br />

283

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