Minutes of Proceedings of the Institution of Civil Engineers, Band 51Institution of Civil Engineers, 1878 |
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... Bridge . J. REITER 288 Bridge over the Danube to connect the Buda and Pesth Railways . J. SEEFEHLNER 290 The St. Louis Bridge over the Mississippi . M. LAVOINNE 293 • Cable Making for Suspension Bridges , as exemplified at the East River ...
... Bridge . J. REITER 288 Bridge over the Danube to connect the Buda and Pesth Railways . J. SEEFEHLNER 290 The St. Louis Bridge over the Mississippi . M. LAVOINNE 293 • Cable Making for Suspension Bridges , as exemplified at the East River ...
Seite 151
... bridge , pier , or quay wall ? Practically two walls were built : first a dam was constructed , probably at as much expense as the finished wall ; the water was drawn from the inside , and a trench was made , into which concrete was put ...
... bridge , pier , or quay wall ? Practically two walls were built : first a dam was constructed , probably at as much expense as the finished wall ; the water was drawn from the inside , and a trench was made , into which concrete was put ...
Seite 153
... Bridge , where there was a good deal of cofferdam work , 6 - inch piles had been abandoned for that reason alone . By the use of whole - balks less timber was destroyed in the end , the dam was made more easily , and the foundations ...
... Bridge , where there was a good deal of cofferdam work , 6 - inch piles had been abandoned for that reason alone . By the use of whole - balks less timber was destroyed in the end , the dam was made more easily , and the foundations ...
Seite 155
... Bridge and another new bridge over the Liffey ; and the conclusion at which he had arrived was , that if the puddle were held closely together , a wall 1 foot thick was as good as one of 10 feet for excluding water . With regard to the ...
... Bridge and another new bridge over the Liffey ; and the conclusion at which he had arrived was , that if the puddle were held closely together , a wall 1 foot thick was as good as one of 10 feet for excluding water . With regard to the ...
Seite 156
... bridge . The foundations of the pier , extending down to the gravel bed , were 18 feet below low water . In that case there was no foreshore , but simply a head of 19 feet 6 inches of water to be resisted ; that was done by a single dam ...
... bridge . The foundations of the pier , extending down to the gravel bed , were 18 feet below low water . In that case there was no foreshore , but simply a head of 19 feet 6 inches of water to be resisted ; that was done by a single dam ...
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acres amount Author average Bilbao Board of Trade boilers Bouches-du-Rhône bridge cable caisson canal carried cent centre chain cliff coal cofferdam Company compound engine condenser construction cost cubic feet cubic yards curves cylinder depth discharge Durance experiments factor of safety feet long foot fuel furnace girders groynes horizontal Hornsea inches inches in diameter inches thick increased indicated HP indicator diagrams Inst iron irrigation Kilnsea length lineal load locomotive loss of land marine masonry matter maximum mètre miles minute nickel obtained ordinary phylloxera pier piles placed plates pressure propeller quantity rails railway resistance river rope sand screw Sestao shaft shipowner side span speed square inch steam shipping steamers steel struts surface surface condensers tacheometer temperature tion tonnage tons tramway tubes tunnel valves velocity vessels wall weight wheels width wire Withernsea yards per annum