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. IO/ no case show a greater expansion than 10 millimetres after twenty-four hours’ aération and 5 millimetres after seven days’ aération. “ The apparatus for conducting the Le Chatelier test (fig. 91) consists of a small split cylinder of spring brass or other suitable metal of 0'5 milli- metre (’0197 inch) in thickness, forming a mould 30 millimetres (1^ inches) internal diameter and 30 millimetres high. On either side of the split are attached two indicators with pointed ends AA, the distance from these ends to the centre of the cylinder being 165 millimetres (6| inches). “ In conducting the test, the mould is to be placed upon a small piece of glass and filled with cement gauged in the usual way, care being taken to Split Cylinder o.F Spring Brass or other suitable Metal about /a^int thickness. y Elevation. Fig. 91. —Apparatus for Le Chatelier Test. keep the edges of the mould gently together while this operation is being per- formed. The mould is then covered with another glass plate ; a small weight is to be placed on this, and the mould is then to be immediately placed in water at a temperature of 58 to 64 degrees Fahrenheit and left there for twenty-four hours. “ The distance separating the indicator points is then to be measured, and the mould placed in cold water, which is to be brought to boiling point in fifteen to thirty minutes and kept boiling for six hours. After cooling, the distance separating the points is again to be measured. The difference between the two measurements represents the expansion of the cement, which must not exceed the limits laid down in this spécification.” The foregoing tests shall, as far as possible, be made within fourteen days from full delivery of each consignment of cement, and any consign- ment, the samples of which do not prove satisfactory in testing, shall be rejected. Some of the test briquettes made as described above will be kept intact for a period of six weeks, and these will be examined from time to time. Should auy of them show sigus of cracking or disintegration within six weeks