...C S BERRY; A C DEAN © Thomas Telford and ICE 1935 LONDON POWER COMPANY CONSTRUCTIONAL WORKS POWER STATIONS CONSTRUCTION ELECTRICITY BUILDING REGULATIONS PRELIMINARY BORING STEEL SHEETPILING PILES DEWATERING BASEMENTS RETAINING WALLS REINFORCED CONCRETE TESTS VIBRO...

...M A RAVENOR; SIR H JAPP; O FABER; H J FEREDAY; G S GOUGH; A L HIGGINS; SIR RAS REDMAYNE LAWS MASS CLAYS PRESSURE TESTS CURVES LOADS PILES BORING FORMULAE FOUNDATIONS INDURATION SETTLEMENT STRUCTURES PLASTIC SHEAR p r o c e e ~ g s . 1 MASS OF CLAY UNDER PRESSURE. 647...

...W P HALDANE; G ROBERTS © Thomas Telford and ICE 1935 MOTT HAY & ANDERSON DORMAN LONG BRIDGES DECKS GIRDERS ROTINOFF PROCESS SPANS DESIGN RAILWAYS ROADS STEELWORK PILES FOUNDATIONS CYLINDERS SUPERSTRUCTURES LOADING CALCULATIONS LOADS STRUTS PIERS WELDING...

.... The nature of the ground was the determining factor in thechoice of the type of foundationsfor the wharves, and it was apparent that some type of piling would have to be used. At the same time the low bearing-capacity of the mud necessitated the weight of the structure being kept down to a minimum...

... as temporary dams to enable the lock to be unwatered for repairs. At the river end the wing- walls, partly in monoliths and partly in revetments of reinforced- concrete sheet-piling, are continued so farasto permit of 540-1 slopes to the approach-channel, the slopes between low and high water being stone...

... was particularly interested in the work done by Proceedings.] POWBAETRT-SETRASTEIAONS. 101 Messrs. John Mowlem & Company, and especially the excavationsir Henry for the screening-chamber. That was a pit 81 feet long by 51 feetJapp' wide and 51 feet deep, taken out within Universal steel piling. The remarkable...

... in piers over 15 feet thick, such as the abutment piers. It is desirable to found the piers on rock, or if this isnotavailable, then wellbelow maximum scour-level. This is naturally best effected by open foundations, but wells and piles are also used. The size of the arch-opening is moset conomically fixed...

...W M ANDERSON © Thomas Telford and ICE 1935 MERZ AND MCLELLAN SIR ROBERT MCALPINE NORTH EASTERN ELECTRIC SUPPLY COMPANY CONSTRUCTION POWER STATIONS ELECTRIC SUPPLY ELECTRICITY FOUNDATIONS WORKS PILES PILING BUILDINGS TURBINE HOUSES BOILER HOUSES WORKSHOPS COLUMNS...

.... In addition to those two causes of contact settlement, there might be still another cause owing to geological irregularities in deeper strata. Pig. 35 showed diagrammatically how zone I, even though itself perfectly stable, might sink together withthe building solidly founded on piles if there were a weak...

... 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...

... SUBMERSIBLE SUPPORTS PILES PIERS CONCRETE BORING CAISSONS ARCHES LOADS FOUNDATIONS RIVERS MASONRY SPANS SCOUR PROTECTION TEMPERATURE STRESS DEFLECTION ERECTION CAPACITY FORMULAE OPEN COFFERDAMS FAILURES COLLAPSE 228 DISCUSSION ON LAMBETH AND [Minutes of Mr. G ~ V W . great point...

...E J BUCKTON; SIR C KIRKPATRICK; W T HALCROW; SIR L SAVILE; FMG DU PLAT TAYLOR; B CUNNINGHAM; C T GARDNER; W R G TAYLOR CONSTRUCTION HARBOURS DEVELOPMENT PORTS BREAKWATERS PILES SCREWS CYLINDERS SCREWPILES WHARVES DESIGN BORERS PIDDOCK PHOLAS DAMS COFFERDAMS SHIPS STORMS OIL...

...H J DEANE; A C GARDNER; R F HINDMARSH; E LATHAM; J MITCHELL; J E MONK; E J BUCKTON; T C FRAMPTON; A GRAY CONSTRUCTION HARBOURS DEVELOPMENT PORTS BREAKWATERS COUNTRIES DEVELOPING DESIGN WORKS FAILURES DAMS COFFERDAMS BERTHING STEEL SHEETPILING EXTRACTION PILES SCREWS CYLINDERS...

...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...

...S BLENCOWE; W T EVERALL; H J FEREDAY; E LATHAM; F G ROYAL DAWSON; J D WATSON; W MACRAE © Thomas Telford and ICE 1934 EMPRESS BRIDGE BRIDGES RECONSTRUCTION RIVERS RAILWAYS TRAINING WORKS SHORTENING SCOUR OSCILLATIONS GIRDERS SPANS LOADS BUNDS GUIDEBANKS PILES CAISSONS...

..., or even in a harbour, would realize the difficulties, due to rough weather, which had been encountered in working in half-tidedams, and also those which had occurred when working tide-work, especially a t night. The steel sheet-piling of the dams was driven down to the rock, which gave a sufficient...

... 343 and 499 (from the south end), where fine sand of a rather soft nature was encountered aslow as 50 feet below L.W.O.S.T. In this case a row of 14-inch by 14-inch pitch pine sheet piles was driven immediately in front of the toe, the shoes of the king piles reaching a level of -75, and thesheet...

...R V ALLIN; M NACHSEN © Thomas Telford and ICE 1933 KIRKPATRICK FORD MOTOR COMPANY JOHN MOWLEM POWER HOUSES FOUNDATIONS CIRCULATION WATER TUNNELS FACTORIES WORKS SUPERSTRUCTURES PLANT SITES RIVERS BOILER HOUSES PREPARATION REFUSE SWITCH HOUSES PILES LOADS...

..., the chalk was a t a level of-169, so that to reach it with either piles or foundations was out of the question. With regard to the site, Ford motor-car works were laid down to a rigid design, and the general lay-out of the Dagenham works had beenfixedbefore any of the problems with regard to foundations...

.... The whole thing was built upon piles, of which there were 15,000; and even the drains were suspended from reinforced-concret,ebeams. Sir HENRYJAPrPemarked that, bearing in mind the adage about the earlybird, his firm; Messrs. John Mowlem & Company, submitted an outline plan of a proposed jetty...