ForsideBøgerA Treatise On The Princip… Of Harbour Engineering

A Treatise On The Principles And Practice Of Harbour Engineering

Forfatter: Brysson Cunningham

År: 1908

Forlag: Charles Griffin & Company

Sted: London

Sider: 410

UDK: Vandbygningssamlingen 134.16

With18 Plates And 220 Illustrations In The Text

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Side af 416 Forrige Næste
STONE: NATURAL AND ARTIFICIAL. 85 In sea-water, the weights (after deducting the weight of the volume of water, which is the same for both) are 3456 Ibs. and 1728 Ibs.—a ratio of 2 to 1, representing an increase of 33 per cent. As the exposure to wave-stroke is the same in both cases, it is obvions that, when immersed, the stability of one block has relatively increased from half as much again to twice that of the other. The second point is hardness, or durability. A good stone in this respect is one which is dense, compact, impervious, and free from all susceptibility to disintegration. In maritime situations, stones are subjected to much wear and friction—certainly more so than on land. The swell of the sea keeps those of sma.11 size in a state of continuai agitation, rolling them over one another and chafing them until they assume that smooth spherical or ellipsoidal form which is so characteristic of pebbles along the beach. Moreover, in stormy weather, shingle, shells, and gravel are taken up by the waves and dashed with tremendous force against any surface upon which the waves happeu to break. The efiect of continuai impact of this kind is to wear away even the hardest masonry. Wave action is supplemented by that of the wind, which blows sand in great volumes with the severity of a sand-blast. The cumulative results of abrasion and attrition are to be observed on any rocky coast, where towering cliffs stand honeycombed and fretted into fantastic shapes, while the strand is strewn with the comminuted fragments of quondam boulders. The chemical qualities of a stone are not perhaps of such striking importance as its physical characteristics, but they are nevertheless deserving of considération. The acidity and salinity of sea-water may, and often does, bring about molecular changes in minerals containing soluble salts. Certain compounds of lime are decomposed and softened by sea-water, and they also give rise to the formation of other compounds which tend to destroy the cohesion of the material of which they are ingredients, by producing cracks and fissures. Caustic lime and caustic magnesia, which are to be found in inferior and imperfectly made artificial stone or concrète—more rarely in natural stone,—are causes of disintegration by reason of their expansion under hydration, and also on account of their solubility. Still, on the whole, the chemical aspect of the question assumes a secondary importance, because those rocks which corne under the category of minerals available for marine purposes, on account of their physical properties, are mostly, if not altogether, free from unstable constituents. The only exception, perhaps, is granite, which is a composition of three minerals—quartz, felspar, and mica, in a state of physical, not chemical, incorporation. Of these, the quartz is durable beyond cavil—it is practically indestructible; but certain varieties of felspar are liable to decomposition, and the mica is always more or less easily disintegrated. Nevertheless, granites, as a class, have gained a high reputation for strength and permanence, and it is only in very inferior qualities that the imperfections just mentioned manifest themselves, or where any appreciable deterioration is produced by natural agencies. The heaviest and most durable varieties of stone are, generally speaking, those of igneous origin, such as basalts, granites, and traps, and metamorphic