...A E KELSON © Thomas Telford and ICE 1935 SILVAN DAM CONSTRUCTION DAMS CITIES WATER SUPPLY STORAGE RESERVOIRS PLANNING PLANT COSTS STAFF MATERIALS TESTS FILL CONSOLIDATION EARTH EARTHFILL CONCRETE QUARRIES CORES WALLS OUTLETS CONDUITS EXCAVATING PUMPING TIMBERING...

... of complete recovery the material had entered the plastic condition, and would continue to yield so long as the pressure continued to act, or until the material acquired by induration greater resisting power. The earth-messure formula P=whtan46 +2KtansE+i) +2Ktan(z+i) was a general formula for cohesive...

...O T JONES © Thomas Telford and ICE 1935 GEOPHYSICS EARTH MOTION JAMES FORREST LECTURE CONSTITUTION DEFORMATION DRIFT VIBRATIONS ELECTRIC MAGNETIC FIELD COSMIC ATMOSPHERE APPLIED SEISMIC DENSITY GRAVITY CALCULATIONS EARTHQUAKES STUDIES AGE HISTORY MINERALS GEOPHYSICAL...

... RUPTURES SAND SHEARING MOVEMENT SURFACES WEDGES THEORY EARTH TESTS FORCES SCALE EFFECT MODELS CYCLES VARIATIONS GRANULAR Proceedings.] ON RETAlNING-WALLS, 195 Correspondence. Lieut.-Col. E. P. ANDERSONremarked that further co&rmatoryLient.-fil. experiments on the largest possible scale...

... KENTLEDGE SHIPS VESSELS DRY CAISSONS LOCKS SHEDS CARGOES CALCULATIONS STABILITY FORMULAE CLAYS LATERAL EARTH PRESSURE JETTIES MOORINGS PILES REINFORCED CONCRETE WHARVES PIERS DIVERS BASINS SHEETPILING MARSHALLING YARDS BLUE CLAY CALCUTTA RIVER HOOGLY KING GEORGE...

...B CUNNINGHAM; FM DU PLAT TAYLOR; A G MILNE; S L ROTHERY; F W H STILEMAN; W C ASH; J D PEARSON © Thomas Telford and ICE 1932 PORTS EXTENSIONS CONSTRUCTION SINKING MONOLITHS DOCKS QUAYS BASINS BERTHING DESIGN WALLS CALCULATIONS EARTH PRESSURE CLAYS BLUE CLAY RENDERING...

... cut off a t 14 O.D. and capped +with a reinforced-concrete wall, the top of which is at 20 O.D. The wall is tied back by rail ties 30 feet long to a horizontal concrete anchor-beam. The space between the face of the old wall and the back of the sheet piles was filled wit,h earth a.nd with concrete...

...R N STROYER © Thomas Telford and ICE 1928 EARTH PRESSURE FLEXIBLE WALLS SHEET RETAINING CALCULATIONS STRESS SAFETY DISTRIBUTION FORMULAE THICKNESS WHARVES MATERIALS WORKMANSHIP DESIGN 116 STROYER ON EARTH-IRESSURE [Minutes of The following Papers were submitted...

...STROYER; A GIBB; C KIRKPATRICK; L H SAVILE; V ELMONT; O FABER; N G GEDYE; H HOBSON © Thomas Telford and ICE 1928 JETTIES HOUSES PUMPS WORKS POWER STATIONS EARTH PRESSURE ELECTRICITY COLD WATER FORMULAE DESIGN DISCHARGES GRAVITY WALLS CONDENSING BARKING LONDON...

...A S ANGWIN; T WALMSLEY RADIO STATIONS TELEGRAPHS CONSTRUCTION COMMUNICATIONS SITES LAYOUT BUILDINGS STAYS TENSION INSULATION AERIALS EARTH TRANSMISSION SUPPLY POWER SUPPLY ERECTION TESTS MASTS SOCKETS INSULATORS GRANITE PORCELAIN FILAMENTS RUGBY WARWICKSHIRE...

... ; and inallothercountries where insulatedmastshad been triedthe practice was usually condemned. After making the fullest inquiries, the Committee had found that the signals were stated to be better when the insulated masts were connected to earth. In spite of that, the Committee had believed that radiation musbte better...

...F HEYWOOD © Thomas Telford and ICE 1925 FLOW WATER PIPES CHANNELS EXPERIMENTS EQUATIONS CONCRETE WOOD TROUGHS CAST IRON RIVETED STEEL EARTH BRICKS CONDUITS GALVANISED 174 HEYWOOD ON THE FLOW OF WATER [Minutes of (Paper No. 4491.) " The Flow of Water in Pipes and Channels...

...D C HENNY; A J MARTIN; F W THORNE; F HEYWOOD © Thomas Telford and ICE 1925 FLOW WATER PIPES CHANNELS EXPERIMENTS CONCRETE VELOCITY RESISTANCE ROUGHNESS CAST IRON ASPHALT EARTH BRICKS Proceedings.] CORHESPONDENCE ON THE SURGE-TANKPROBLEM. 207 Correspondence. Mr. D. C...

... DRAINS DRAINAGE EARTH PRESSURE ASSAM BENGAL MALAY STATES MALAYA MALAYSIA INDIA ASIA 38 Discussion. T ~ PEresident. The PRESIDENiTn, moving a vote of thanks t,o theAuthors, observed that Mr. Nolan s Papcr dealtwith a vcry extensive question in countries where there was a rainfall...

... Thomas Telford and ICE 1922 STABILITY DEEP WATER QUAYS WALLS FRICTION EARTH PRESSURE LATERAL RESISTANCE DOCKS FAILURES FORMULAE SATURATION FLOODING FOUNDATIONS DRAINAGE JETTIES CYLINDERS FILLING RETAINING PILES RIVERS ESTUARIES TILBURY RIVER THAMES UK...

...E G RITCHIE MELBOURNE & METROPOLITAN BOARD OF WORKS MESSRS. J.L. NOLAN & H.M. TRETHOWAN SERVICE RESERVOIRS WATER SUPPLY SYSTEMS RETAINING WALLS EARTH BANKS FLOORS COSTS CONSTRUCTION CEMENT SAND MELBOURNE AUSTRALIA (Paper No. 4396.) Service-Reservoirs...

...F E W SHIELDS STABILITY DEEP WATER QUAYS WALLS DESIGN RETAINING STRENGTH HORIZONTAL VERTICAL FORCES LATERAL PRESSURE LOADS SHIPS MOORING WATER RESISTANCE INTENSITY FRICTION EARTH STABILISING SAFETY © Thomas Telford and ICE 1922 (Paper No. 4400.) L'On the Stability...

...F H HUMMEL; E J FINNAN © Thomas Telford and ICE 1921 DISTRIBUTION PRESSURE SURFACES GRANULAR MATERIALS EARTH EQUATIONS ANALYSIS APPARATUS EXPERIMENTS GAUGES CALIBRATION FORMULAE papers.] HUMMEL AND FINNAN ON PRESSURE ON SURFACES. 369 (Pnpey No. 4374.) The Distribution...

...A R FULTON © Thomas Telford and ICE 1920 284 (Paper No. 4236.) Overturning Moment on Retaining-Walls. By AKGUSROBERTSOFNULTOINSc., Assoc. M . Inst. C.E. INTRODUCTION. THEimportance of the determination of the pressure of earth upon retaining-wallshas been repeatedly emphasized...

... to bank. Tlw prices for red earth and sandy clay averaged Is. 2 d . per cubic y w d ; softshale, Is. 4Bd. ; clay and boulders, 1s. load. The t o t d amount of earthworks on thelineamountedto 1,880,000 cubic yards,andtheavernge pricowas Is. 4d. I n generalthelead was with 1 ci to 20 cubic f e e t tipping...