...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...

..., if feasible, it would seem to possess some advantages. With regard to the cylinder foundations for the river-piers, the type that had been adopted, in which the diameter was reduced well below the river-bed level, was always apt tobe looked upon with alittle suspicion by contractors on account...

...-caisson or well system of foundations, of which the Iskandar bridge provided so interesting an example. The system had been known for a great many years in India, andit was accepted as normal for the foundations of bridges on the Federated Malay States railways. It hadtheadvantage of requiring very little...

... of the wharf. Thesystem proved entirely successful, and resulted in a great saving of time in construction. Shed-Fouradation a d Retaining-Embankmnt.-The wharf was not designed wide enough to carry transit-sheds, asthe cost of this type of foundation would have been prohibitive. The necessary width...

... are :- (l)a fairly straight stretch of river, (2) well-defined and fairly high banks, (3) a small width, and (4)good foundations. These are desirable in any bridge, but in a submergible bridge the danger of outflanking is very much greater than it is in an ordinary high-level bridge. Hence factor (1...

... LEAKAGE FOUNDATIONS SAND CEMENT MIXING PLACING CABLEWAYS TIMBER CABLES EXCAVATIONS TOWERS PIPES REGULATING VALVES STILLING BASINS SILVAN DAM MELBOURNE AUSTRALIA ~roceedings.]KELSO ON THE CONSTRUCTION OF SILVAN DAM. 403 The following Papers were submitted for discussion...

... ARCHITECTS ENGINEERS FOUNDATIONS LOADING FLOODS LEVELS ARCHES SCOUR COFFERDAMS PIERS DEMOLITION WROUGHT IRON LOADS STRESS DESIGN METHODS SINKING CAISSONS CAUSEWAYS DEPTH CURVES GRADES COSTS PIERS CLAYS LONDON CLAY LAMBETH BRIDGE LONDON THAMES NERBUDDA BRIDGE JUBBULPORE...

... similar to those a t Teddington. The engineers of the scheme had not been so fortunate as Mr. Hellstrom h.LOW+ 368 DISCUSSION ON PERAKRIVERPOWERSCHEME AND [Minutes of in their foundations ; the piers and cut-off wall wentdown t o soft rock, but the apronitself rested on the gravel bed of the river...

...J A K HAMILTON; J T GRAVES © Thomas Telford and ICE 1935 MOTT HAY & ANDERSON DORMAN LONG BRIDGES RIVERS APPROACHES SPANS FOUNDATIONS TOWERS CYLINDERS DOLPHINS LIFTING SHEAVES ROLLERS BEARINGS COUNTERWEIGHTS ROPES GIRDERS WINDING MACHINERY ELECTRICAL...

...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...

... not to endanger the stability of thestructure. The piers were of masonry faced with limestone ashlar, with a hearting of limestone rubble built in lime +mortar,the bases of these masonry piers being at R.L. 12.00 +metres. Prom R.L. 12-00 metres to R.L. - 7.00 metres the foundations consisted of wrought-iron...

... no permanent power of resisting shear, 0 would become zero and only wh (familiar to hydraulic engineers) would remain. For security of structures he would prefer to rely upon a rational theory of foundations (or upon empirical formulas of proved merit) rather than upon the results of loading tests...

... was that when the leaves were raised they were subject to very considerable windpressures which imposed heavy loads on the steelwork and foundations. Hislast objection to a double-leaf bascule bridge was the " pumping " action that went on at thefoundations. As the bascules were raised the rolling loads...

... 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...

... PILES FOUNDATIONS SUPERSTRUCTURES BUILDINGS BOILER HOUSES STEELWORK TURBINE HOUSES COAL BUNKERS SWITCH HOUSES CHIMNEYS TOWERS FABRICATION ERECTION GAS WASHING CONVEYORS STORAGE ASH HANDLING PLANT TRIALS HOLES BATTERSEA LONDON UK Proceedings.] BERRY AND DEAN...

...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...

...J A R BROMAGE; J S SETHI © Thomas Telford and ICE 1935 BRAITHWAITE & CO WATER SUPPLY WATERWORKS STORAGE RESERVOIRS STEEL SITES SELECTION FOUNDATIONS PILLARS RETAINING WALLS ERECTION PAINTING PIPELINES PIPES TOWNS COUNTRIES DEVELOPING MURREE INDIA...

... 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...

... DOCKS COMPOSITE FOUNDATIONS TEREDO JETTIES DEEP WATER COUNTRIES DEVELOPING © Thomas Telford and ICE 1935 HAIFA BEIRA SAINT JOHN NEW BRUNSWICK ST JOHN PALESTINE ISRAEL MIDDLE EAST MOZAMBIQUE EAST AFRIC 618 DISCUSSION ON HAIFA HARBOUR, THE PORT OF [Minutes...

...C BENTHAM; SIR A GIBB; A BINNS; J CLARKE © Thomas Telford and ICE 1934 EQUIPMENT HANDLING PHOSPHATES ROCKS PLANT CANTILEVER SHIPS BARGES JETTIES MINERALS FOUNDATIONS REEFS LIGHTERS LOADING CRANES OCEAN ISLAND BANABA PACIFIC OCEAN NAURU GILBERT ISLANDS...