ForsideBøgerA Treatise On The Princip…ice Of Dock Engineering

A Treatise On The Principles And Practice Of Dock Engineering

Forfatter: Brysson Cunningham

År: 1904

Forlag: Charles Griffin & Company

Sted: London

Sider: 784

UDK: Vandbygningssamlingen 340.18

With 34 Folding-Plates and 468 Illustrations in the Text

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Side af 784 Forrige Næste
TIMBER PIERS. 283 laid of such thickness that on being bound round in the form of a rope, the ciroumference was 17 inches. When the full length for one rope, or wiep, had been laid out, the fascines were tied at 15-inch intervals with osier bands, tightly twisted and with their ends tucked in. Light intermediate bands, 4 inches apart, were then added. The wiepen were next laid in parallel rows upon the ground, about 3 feet apart, to the full width of the proposed mattrass. They were crossed by a second layer at right angles to the first, thus forming a network, which was secured by Figs. 215, 216, and 217. —Fascine Work. Fig. 218. —Mole at Hook of Holland. lashings of J-inch tarred rope with free ends, and withes. Two such networks, upper and lower, enclosed three layers of ryshout, set crossways, 18 inches thick in all, and were tied together by the rope ends. This completed the mattrass. In order to cause sinkage, it was weighted with stone, and the loading was afterwards continued until it amounted to 10 cwts. per square yard. The body of the piers took from five to six mattrasses, averaging with the stones, about 3 feet 3 inches thick; these were further held in place by five rows of piles, driven about 11 or 12 feet