... LAYOUT DESIGN SUPERSTRUCTURES TIDES FOUNDATIONS INTAKES PILES OUTLETS DRIVING PROBLEMS PUMPHOUSES MAINS RIVERS SHIPS BERTHING STRESS DUNSTON NEWCASTLE BATTERSEA LONDON UK Proceedings.] BATTERSEA POWER-BTATIONS. 113 Correspondence. Mr. T. F. BURNSobserved, with reference...

... TESTS BULBS ELASTICITY PLASTIC PILES DRIVING SOIL MECHANICS WATER CONTENT RATIOS CURVES Proceedings.1 MASS OF CLAY UNDER PRESSURE. 667 Correspondence. Mr. A. L. BELLobserved that there was much to be said for&. %U. approaching the question of pressure upon clay primarily from the c...

...B J ALLISON; GVO BULKELEY; F W DUCKHAM; DU PLAT TAYLOR; FMG; FMGDP TAYLOR; P N FAWCETT; F W FURKERT; J MITCHELL; J POLLOK; F C FFORDE; R D GWYTHER © Thomas Telford and ICE 1934 HARBOURS WORKS PORTS SLIPWAYS IMPROVEMENT ROCKS SHIPS SHEDS TRANSIT BLOCKS PILES DRIVING...

... COMPRESSED AIR WELLS SUBSOIL SHIELDS DRIVING IRON LININGS SHIELD DRIVEN TRIAL BORING OVERSEAS CONTRACTORS TENDERS COSTS PLUGS KENTLEDGE STRATA CLAYS RIVER HOOGLY CALCUTTA INDIA ASIA 306 DISCUSSION O N [Minutes of Discussion. Mr. Anderson. Mr. DAVIDANDERSOrNemarked that he...

... DUCTS DRAINAGE TURBINES BASEMENTS DESIGN EXCAVATING MODIFICATION CONSTRUCTION RETAINING WALLS REINFORCED CONCRETE PUMPHOUSES SCREENS CHAMBERS SHAFTS SHIELD DRIVEN COMPRESSED AIR SHIELDS DRIVING TUNNELLING FORESHORES DAGENHAM ESSEX RIVER THAMES UK © Thomas Telford...

...SIR C KIRKPATRICK; SIR H JAPP; H J DEANE; W L LOWE BROWN; W L L BROWN; A C DEAN; A GRUNSPAN; M NACHSEN KIRKPATRICK FORD MOTOR COMPANY POWER HOUSES FOUNDATIONS CIRCULATION WATER TUNNELS FACTORIES WORKS RIVERS PILES DRIVING ROCKS BLACKWALL ROCK DEATHS ACCIDENTS EXCAVATING...

...J T MOORE; BUCHI; BURMEISTER WAIN; RATEAU; WERKSPOOR © Thomas Telford and ICE 1933 HARLAND WOLFF PRESSURE CHARGED HEAVY OIL ENGINES CHARGING SYSTEMS TURBOCHARGING PLANT CYLINDERS BLOWERS EXTERNAL DRIVING SUPERCHARGING SHIPS Proooodings.] 129 29 November, 1932. Sir...

...C M NORRIE © Thomas Telford and ICE 1933 JOHN COCHRANE TUNNELS RIVERS CABLES ELECTRICITY SUPPLY POWER ENERGY COUNTRIES DEVELOPING LAYOUT COMPRESSED AIR SAFETY LABOUR INDIGENOUS LININGS SHAFTS DRIVING TUNNELLING SHIELDS HOODED HOODS EXCAVATING BORING TRIAL...

...O ARUP; A H CASE; F W D DAVIS; W T HALCROW; C H SANDEMAN; E G WALKER; H J DEANE © Thomas Telford and ICE 1932 FORD MOTOR COMPANY JETTIES WORKS RIVERS CONSTRUCTION PILES LOADS DRIVING FORCES RESISTANCE CYLINDERS IMPACT SHIPS VESSELS FORESHORES DESIGN FORMWORK...

... TAILRACE FACTORIES ALUMINIUM MANUFACTURE RAILWAYS PIERS CONSTRUCTION PLANT TRIANGULATION ADITS SHAFTS DRIVING LININGS PIPES LOCHS LAKES HIGHLANDS LOCHABER SCOTLAND LOCH LAGGAN LOCH TREIG RIVER SPEY HIGHLANDS UK ~roceedingn.1 HALCROW ON LOCHABER WATER-POWER SCHEME. 31 18...

..., was lowered over each cylinder and sunk by open dredging and the use of a pile-driving hammer to 21 feet below the river-bed. Upon the removal of material from the space between the cylinder and thesteel ring, twenty-eight hardwood piles, 12 and 18 inches in diameter a t toeandhead respectively and 40 and 45...

... the driving-motor and mechanism. Balancing-Gear.-The permanentweight of the displacer-tank with it8 rods andthe cast-iron slider overhead, to which it is attached Proceedings.] AND TIDAL YODEL. 75 by cotters, is 550Ibs., and,as it wasdecided to permit 56 Ibs. to remain as pressure upon the steel pulley...

..., and toR.L. 63.00for the third season. Two floating pontoons, each fitted with travelling leaders allowing ten piles to be pitched and driven before a pontoon was moved farther along the line, assisted occasionally by a &foot piling framemounted on the bow of a wooden barge, were employed in driving the sudd...

...J MITCHELL © Thomas Telford and ICE 1930 J WATT SANDEMAN RECONSTRUCTION GRAVING DOCKS ENTRANCES GATES SINGLE LEAF SINGLE LEAF LEAVES SHIPS COFFERDAMS PILING QUAYS WALLS PILES EXCAVATING DRIVING CONCRETE PITCH CULVERTS FILL FILLING MILD STEEL RIBS PUMPING...

...SIR L SAVILE; H A REED; C H SANDEMAN; A BINNS; N G GEDYE; G S JACOB; J MITCHELL DOCKYARDS WIDENING BASINS ENTRANCES DOCKS RECONSTRUCTION GRAVING GATES SINGLE LEAF SINGLE LEAF LEAVES CAISSONS DAMS COSTS DRY ALTERATIONS CONCRETE ACCIDENTS COFFERDAMS PILES DRIVING PROBLEMS...

... to thebed of the river. This created considerable difficulty in driving. As two long piles with clutches hadto be driven well down before the shortpile could be dollied down between Proceedi~~gs.] &[JAY, NORTH SHIELDS. 27 them, the lower portion of the longpiles and clutches frequently became just...

... that no objection wouldbe raised to the handling and driving of the piles at the age of 7 days, nor to the removal of the centering under beams and slabs a t the same time. (5) The design of the jettywas specially directed towards obtaining maximum lateralstrengthand stiffness in the concrete structure to resist...

... CONCRETE IMPERMEABILITY FENDERS PILES DOLPHINS CHALK FLEXIBLE RAKING DRIVING BEVAN NORTHFLEET UK Proceedings.] DISCUSSION ON DEEP-WATER JETTY. 303 Discussion. The PRESIDENiTn,moving the vote of thanks, observed that the The President Paper must be very interesting to those who had...

... STRESS CRACKS DRIVING DOLPHINS DREDGING COSTS CHALK TENSION RESISTANCE BEVAN NORTHFLEET UK Proceediugs.] BEVAN S CEMENT-WORKS, KORTIIFLEET. 331 driving a t the siteof the new offices of the London Electric Railways Dr. Faber. a t St. James s Park station. There the trouble had...

..., but the results musthave been very different in the actual driving. Mr. Reed had pointed that out very clearly in his account of the experiments a t Trafford wharf ; after one of the quick-acting steam-drivershaddriventhe piles as farasit could, a free-falling weight had been able to drive them considerably...