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

Søgning i bogen

Den bedste måde at søge i bogen er ved at downloade PDF'en og søge i den.

Derved får du fremhævet ordene visuelt direkte på billedet af siden.

Download PDF

Digitaliseret bog

Bogens tekst er maskinlæst, så der kan være en del fejl og mangler.

Side af 416 Forrige Næste
90 HARBOUR ENGINEERING. The cutting edges, or “ bits,” of percussive drills, the widths of which range downwards from 4, or even 5 inches in mechanical drills and from Fig. 78. —Drill Steels. 2 inches in manual drills, are slightly wider than the shanks of the bars on which they are worked, in order to ensure the necessary clearance in driving. For the same reason, the diameter of the drill is diminished as the depth attained is increased, at the rate of about T\ inch every 18 inches drilled by hand, and about | inch every 2 feet drilled by machine. Thus a 20-foot hole commencing with a diameter of 3| inches at the top would become reduced to 2 inches by the time the bottom was reached. Charging*.—After driving has been completed to the required extent, the hole is cleared of débris and moisture prior to the insertion of the charge. The amount of the charge is calculated on the same principle as that which underlies the preparation of the borehole, viz., that the explosive acts in the direction of the line of least resistance, or along the shortest route from the charge to the nearest open face; the hole should be considerably longer than this distance, at least twice as long. On the basis stated, we have the following.formula :— Charge in Ibs. = (line of least resistance in feet) 8 x coefficient, in which the coefficient depends upon the nature of the rock and of the charge, being only definitely determinable by actual experience. For ordinary biasting powder in granite it is approximately '04, and in softer stone ’03. For higher explosives it will be less, in proportion to their specific power. Thus, for dynamite the coefficient becomes '005 or ’004. Gunpowder exerts, according to its précise composi- tion, an explosive force of from 18 to 40 tons per square inch. For blasting purposes only the lower power is used, and a cubic yard of quarry rock ordinarily requires a charge of from | Ib. to 2 Ibs. according to its nature and position; in tunnels and shafts as much as 6 Ibs. per cubic yard has been used. Blasting powder may be deposited in the borehole in bulk, but high explosives are usually made up in the form of cartridges, and the diameter of these is arranged so as to fit the hole exactly. The charge will consist of as many cartridges as may be considered necessary, carefully pressed into contact with one another by means of a blunt-ended wooden tamping-rod. The top-