... pier was comparativelysimple to underpin. Hethoughtthat inallthe cases the designers had been fortunate infinding the hard" freestone ramble " on which t o terminate the piles, because they had actually had to depend entirely upon the end bearing resistance of the piles 188 DISCUSSION ON HIGH-LEVEL...

...P L PRATLEY; J A SANER; W H THORPE; E G WALKER 196 CO1:HESPONDEXCE ON HIGH-LEVEL BRIDGE, [Minutes of Correspondence. D1r.Prat*e]; Mr. P. L. PRATLEreYmarked that the underpinning of the south pier constituted a very interesting piece of exploratory and repair work to an old structure. It struck him...

...C F BENGOUGH © Thomas Telford and ICE 1926 NEWCASTLE & DARLINGTON JUNCTION RAILWAY MESSRS SIR WILLIAM ARROL & CO. BRIDGES UNDERPINNING REPAIRS FOUNDATIONS RIVERS PIERS STEEL COFFERDAMS INSPECTION CONCRETE COSTS HIGH LEVEL NEWCASTLE/TYNE UK Pm...

...G W M BOYCOTT © Thomas Telford and ICE 1906 CAISSONS DISEASES HIGH LEVEL BRIDGES GASES COMPRESSION BENDS DECOMPRESSION NEWCASTLE-ON-TY ENGLAND BARMOUTH VIADUC RIVER TYNE UK Papers.] BOYCOTT ON CAISSON DISEASE. 231 (Paper No. 3609.) Caisson-Disease at the New High...

...C F V JACKSON DESIGN CONSTRUCTION STEEL BRIDGES BRIDGEWORKS STEELWORK STRESS RAILWAYS HIGH LEVEL LOADS WHEELS ENGINES GIRDERS TRUSSES SHEAR CONCRETE ERECTION SPANS WIND BRACING RIVERS RIVETING QUEENSLAND BURDEKIN AUSTRALIA © Thomas Telford and ICE 1900...