Keywords: APRONS
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Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1935) 239 (1935): 253–312.
Published: 01 January 1935
...) Proper aprons downstream fromthe damarranged to protect the river-bottom, and a retaining-wall of concrete built on the left bank below the dam. All thestructures have beendesigned t o withstandthe most unfavourablecombinations of load, including silting-up of the reservoir to thecrest of the spillways...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1935) 239 (1935): 356–389.
Published: 01 January 1935
..., that there were objections to simpler designs, and that the Ambursen type was the only practicable type in the circumstances. There were many references in Mr. Hellstrom's Paper to the use of models in determining the best design for the spillway and apron, and the satisfactoryresults that had been...
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Minutes of the Proceedings of the Institution of Civil Engineers (1934) 238 (1934): 71–92.
Published: 01 January 1934
... of course J (Pig. 6, Plate l), there is arubble apron composed of stones, of from ;t to 10 hundredweights, to prevent scour. Coral Backing and Apron.-The wall is backed with coral rubble, the top of which coincides with the top of the blocks at +1.75. The coral weighs 98 pounds per cubic foot, and allowing...
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Minutes of the Proceedings of the Institution of Civil Engineers (1931) 232 (1931): 340–364.
Published: 01 January 1931
... and by the provision of flexible block aprons both upstream and downstream. These block Proceedings.] BARRAGE, UPPER EGYPT. 343 aprons are bounded by toe walls, and the downstream wall is again supported on the downstream side by a row of 6-metre steel piles, beyond which is laid a subsidiaryblock apron extending...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1931) 232 (1931): 365–381.
Published: 01 January 1931
... designed at about 2; t o 1. Those slopes would never have stood at thatinclination, and the upstreamslope would have undercut the aprons of the barrage and led to much confusion in carrying out thework. The sluice-gates of the barrage were, after all, the most important thing in the undertaking, next...
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Minutes of the Proceedings of the Institution of Civil Engineers (1877) 50 (1877): 112–147.
Published: 01 January 1877
... APRONS CONCRETE WATER GROUND ROCKS SOILS STRATA RIVERS COFFERDAMS VIADUCTS FLOATING SCREWPILES CYLINDRICAL PNEUMATIC UNDERWATER COSTS TUBULAR SOFT 112 OTHER SELECTED PAPERS. SECT.11.-OTHER SELECTEDPAPERS. No. 1,493 On Foundations." By JULEGSAUDARCD,ivil Engineer, Professor...
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Minutes of the Proceedings of the Institution of Civil Engineers (1875) 39 (1875): 126–141.
Published: 01 January 1875
...W D CAY © Thomas Telford and ICE 1875 BREAKWATERS CONCRETE LIQUIDS FOUNDATIONS SEA STAGING TIMBER FRAMEWORK MASTS GIRDERS CRANES FRAMES APRONS DIVING BLOCKS HARBOURS MANUFACTURE PORTLAND CEMENT COSTS CONSTRUCTION BAGS PIERS ABERDEEN SCOTLAND NORTH SEA UK...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1873) 35 (1873): 165–185.
Published: 01 January 1873
... hadbeen indicated by the Author. It had been stated that the slope of the uppersection of the apron in the R&jgh%wt eir was proposed to be only 1 in 4;it was, therefore, a matter of surprise that there was no protection to the ' toe ' of that slope, however much such protection might not be re...
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