Keywords: GRANITE
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Journal Articles
Journal Articles
Journal Articles
Journal Articles
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1931) 232 (1931): 340–364.
Published: 01 January 1931
.... The piers (Figs. 4, Plate 10) are of limestone rubble masonry h e a r h g faced with limestone ashlar or limestone mosaic, with the exception that granite was used for the lower2.4 metres of facing of all thepiers, to prevent abrasion by sand and silt. For the same reason the floors of the vents are paved...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1929) 227 (1929): 172–183.
Published: 01 January 1929
...E F C TRENCH; M F G WILSON; H E STEINBERG; H W FITZSIMONS; J S WILSON; G HUMPHREYS; C GRIBBLE; A GIBB © Thomas Telford and ICE 1929 BRIDGES FOUNDATIONS CONSTRUCTION ENGINEERS ARCHITECTS PIERS ARCHES DESIGN CONCRETE REINFORCED MAINTENANCE SPANS BEARINGS CAISSONS GRANITE...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1927) 223 (1927): 37–64.
Published: 01 January 1927
...T B HUNTER; A L BELL © Thomas Telford and ICE 1927 MESSRS EASTON GIBB & SON DOCKYARDS SITES GEOLOGY WORKS CONSTRUCTION DAMS GRAVING DOCKS ENTRANCES PUMPING STATIONS MONOLITHS FOUNDATIONS LOCKS SINKING DREDGING MATERIALS REINFORCED CONCRETE GRANITE CAISSONS...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1926) 221 (1926): 201–227.
Published: 01 January 1926
...A S ANGWIN; T WALMSLEY ENGINEERING DPT OF THE POST OFFICE RADIO STATIONS TELEGRAPHS CONSTRUCTION COMMUNICATIONS SITES LAYOUT BUILDINGS STAYS TENSION INSULATION AERIALS EARTH TRANSMISSION SUPPLY POWER SUPPLY ERECTION TESTS MASTS SOCKETS INSULATORS GRANITE PORCELAIN...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1925) 220 (1925): 250–279.
Published: 01 January 1925
...D PATERSON © Thomas Telford and ICE 1925 COODE MATTHEWS FITZMAURICE WILSON CAUSEWAYS RUBBLE RAILWAYS ROADWAYS CONSTRUCTION TIDES GRANITE LOCKS GATES BRIDGES LIFTING CEMENT EFFECT TIDAL VELOCITY CURRENTS STONE CULVERTS GAUGES WALLS COFFERDAMS CONCRETE PARAPETS...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1925) 220 (1925): 287–290.
Published: 01 January 1925
...W T HALCROW; F W MAGER; D PATERSON © Thomas Telford and ICE 1925 CAUSEWAYS RAILWAYS COUNTRIES DEVELOPING CURRENTS TIDES GRANITE STONE CLOSURES CHANNELS CULVERTS JOHORE CAUSEWAY SINGAPORE SINGAPORE MALAYA MALAYSIA MALAYSIA ASIA I roceedings.] DISCUSSION...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1925) 220 (1925): 280–287.
Published: 01 January 1925
... GRANITE JOHORE CAUSEWAY SINGAPORE SINGAPORE MALAYA MALAYSIA ASIA 280 DISCUSSION ON THE JOTIOCIAIEUSEWAY. [Miuute~of Discussion. J w m . Mr. MAURICEF.-G. WILSONwished toadd a few remarks in explanation of certain peeuliaaities of the tides in theneighbourhood of Singapore, to which...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1920) 209 (1920): 31–75.
Published: 01 January 1920
... CEMENT GRANITE WORKYARDS METHODS STAGING CRANES BLOCKS SETTING LIGHTING FOG SIGNALS DREDGING DOVER ADMIRALTY UK Proceedings.J WILSON ON ADMIRALTYHARBOURD, OVER. 31 18 November, 1919. Sir J O H N P U R S E R G R I F F I T H , M.A.I.,President, in the Chair. (Paper No. 4274...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1919) 207 (1919): 168–190.
Published: 01 January 1919
... TRAMS MECHANICAL PROBLEMS TRAFFIC HIGHWAYS WAVES MATERIALS BITUMEN CORRUGATED MACHINERY BITUMINOUS COATINGS EFFECT WHEELS PAVING VEHICLES GROUTING ASPHALT MOVEMENT WOOD BLOCKS RESISTANCE GRANITE CONCRETE FOUNDATIONS PAVEMENTS WEAR SURFACING 168 DISCUSSION ON ROAD...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1919) 208 (1919): 9–19.
Published: 01 January 1919
...F J MALLETT © Thomas Telford and ICE 1919 FLOW WATER PIPES PRESSURE TUNNELS FORMULAE STEEL MAINS RIVETED INCRUSTATION LIMESTONE SANDSTONE GRANITE MOORLAND EXPRESSIONS CAPACITY (Paper No. 4238.) The Flow of Water in Pipes and Pressure Tunnels. By FREDERICJOHHNMALLETT...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1918) 206 (1918): 190–203.
Published: 01 January 1918
...H E JONES; E SANDEMAN; W B DAWKINS; J WATSON; H LAPWORTH; F J WARING; W J E BINNIE; SIR W ELLIS © Thomas Telford and ICE 1918 VALLEYS WATERWORKS GEOLOGY DAMS MASONRY AQUEDUCTS WATER WATER SUPPLY CUT AND COVER GRANITE RESERVOIRS LEAKAGE CRACKS CITIES IRREGULAR CONSTRUCTION...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1917) 203 (1917): 33–97.
Published: 01 January 1917
...J B BALL © Thomas Telford and ICE 1917 GREAT CENTRAL RAILWAY SIR WILLIAM ARROL BRIDGES RAILWAYS LIFTING SPANS ROADS RIVERS SCHERZER ROLLING LIFT BASCULE PIERS ABUTMENTS UNDERWATER FOUNDATIONS CAISSONS GRANITE CONCRETE SUPERSTRUCTURES TRACK GIRDERS PERMANENT...
Journal Articles
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1908) 172 (1908): 1–24.
Published: 01 January 1908
...SIR W ELIOT © Thomas Telford and ICE 1908 DOCKS HISTORY NAVAL NAVIES EXTENSIONS DOCKYARDS COFFERDAMS GRANITE CEMENT PORTLAND MORTAR TIDAL BASINS GRAVING LOCKS WALLS CULVERTS SUBWAYS CAISSONS PUMPS CONCRETE LANDING STAGES STAGES LANDING DAMS KEYHAM DEVONPORT...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1908) 174 (1908): 158–187.
Published: 01 January 1908
...- act the air-pressure, the granite masonry had tobe built to a height of 14 feet, givingan additional load of 2,000 tons, before the sinking could begin. After sinking 12 feet, workwas suspended inside,until 4,000 tons more granite had been set, after which the caisson was sunktothe requireddepth...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1907) 169 (1907): 268–291.
Published: 01 January 1907
... the bridge should be con- structed. Designs were prepared for a granite structure, and later for one of mass-concrete faced with granite, and the latter was only abandoned on account of the difficulty presented by the specific requirements of the Act as to thewidth and headway of the openings to be provided...

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