Journal of the Association of Engineering Societies (1881)
Association of Engineering Societies (U.S.) · New York, [etc.] Board of Managers · leaf 441
FAILURE OF A SEA WALL. 347 same batter as the wall. Tying- each two rows of piles together, from the outside row of oak piles in front of the wall to the last pile driven back of the wall, were two girder caps 6 inches by 12 inches by 34 feet. On these were drift-bolted 4 x 12-inch floor beams, on… … KK Section of "Wall and AVharf s? 1 12vJrlfl bolt itch pC T5 t != i i- \ "" T^ i V."".ip II". 1 ■ lS» i. . SI 3 Side Elevation of Plan of Wall Foundation Wall Foundation Scale l&"=lV Fig. 9. and had a fender cap 8 x 10 inches bolted between the fender piles. The oak piles were tied together by…
Engineering
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