...H C E CHERRY INFLUENCE EARTHQUAKES STRUCTURAL DESIGN TECTONIC VOLCANIC ACTION EFFECT MECHANICAL MEASUREMENT FORCES DESTRUCTION VARIATIONS SEISMIC WAVES STATISTICS FOUNDATIONS STRUCTURES WALLS SUPERSTRUCTURES ISOLATED BRIDGES PIERS BUILDINGS VIBRATIONS STRESS BRICKS...

... some recordseven at 60 feet. Mr. Fereday agreed with Mr. Cherry that much could be done in determining the acceleration of the waves by observingall monolithswhich had been disturbed or upset duringan earthquake. Such observations had been made after the great earthquakoef 1897 in Assam, and they were...

... any reasonable compass, to dealwith the many points that had been raised. When referring to the apparent waves in the ground he had been aware that his description might be received with a certain amount of incredulity, but he felt confident that the whole thing could not be put down to psychological...

... - the methods adopted by Japanese engineers in tackling this problem. If doubled oscillations did occur in gaps, owing to partial reflection of the waves, thus duplicating the destructive effect of seismic action, his objection to building on steep sidelong slopes wasafortiori sound. He based his principles...

...D R DAVILA; J M GAVIN; J MITCHELL; O B RATTENBURY; E G WALKER; W F STANTON; A G LE CLERCQ; A G L CLERCQ © Thomas Telford and ICE 1932 IMPROVEMENT PORTS EXTENSIONS BREAKWATERS HARBOURS WAVES CREST FAILURES DESTRUCTION ACCIDENTS RECONSTRUCTION FOUNDATIONS SAND DEPTH DREDGING...

... ACTION EFFECT WAVES DEPTH MOTION CONSTRUCTION FOUNDATIONS EXPOSED RUBBLE MOUND PROTECTION CONCRETE APRONS BLOCKS HYDROSTATICS HEADS SAND SUBMERGED UNDERWATER RUBBLE HARBOURS COSTS PUMPS DREDGERS PUMPING WAREHOUSES SUBSTRUCTURES MOORINGS JETTIES MONOLITHIC BLOCKWORK MUD...

... e harbour-entrance ordinary springs rise 3 feet and neaps l+or 2 feet. The tidal wave travelssouthward from Bombay, andthe establishment of high water full and change is 11 hours 25 minutes. Tides are somewhat irregular, anadre complicated by fresh-water discharge. The rainfall averages 120 inches...

...G MARCONI RADIO COMMUNICATIONS JAMES FORREST LECTURE TRANSMISSION EVOLUTION WIRELESS TELEGRAPHY STATIONS LONG WAVES DISTANCE CARNARVON RUGBY CAERNARVON WALES UK © Thomas Telford and ICE 1926 Extra MARCONI ON RADIO COMMUNICATIONS. Meeting.] . 303 EXTRA MEETING...

...M F G WILSON; SIR C KIRKPATRICK; L H SAVILE; SIR M MACDONALD; N G GEDYE; SIR B HENDERSON; W L LOWE BROWN; SIR E JONES; G W HUMPHREYS; RD GWYTHER © Thomas Telford and ICE 1925 CAUSEWAYS TIDES CURRENTS TIDAL WAVES LOCKS GATES RUBBLE STONE EMBANKMENTS BRIDGES CONTRACTORS...

...W REID BELL; W B DAWSON; E R MATTHEWS; J MITCHELL; J S OWENS; E W HOLLINGWORTH; R F GRANTHAM © Thomas Telford and ICE 1924 GROYNES COASTS WAVES TIDAL ESTUARIES MOON LUNAR PERIODS SEA WALLS PROTECTION FLOODS DRIFT TIDES LITTORAL RAISING FORCES DEFENCES ENGLISH...

...R F GRANTHAM; E W HOLLINGWORTH; H D WARBURG; M FITZMAURICE; E LATHAM; C H RUTTER; R M PARKINSON; A J MARTIN; A CLARKE; W W GRIERSON GROYNES COASTS EROSION PROTECTION TIDES WAVES SHINGLE SAND CONSTRUCTION DEFENCES SHORES WALLS WIND ENGLISH COAST UK © Thomas Telford...

...E W HOLLINGWORTH © Thomas Telford and ICE 1924 TIDES CALCULATIONS RAISING FORCES WAVES RISING WATER LEVELS CURVES RANGE INEQUALITY EBB TIME HIGH WATER LITTORAL DRIFT RIVERS BARS LAGOONS ACCRETION RECLAMATION DUNES PORTS HARBOURS CHANGE COASTS LINES ENGLISH...

...T E BURROWS; W E COOK; H H DARE; E M DE BURGH; G H HALLIGAN; W D LANCASTER; J MITCHELL; A F OSBORN; W E BUSH; A PEAKE © Thomas Telford and ICE 1921 DRAINAGE OCEANS OUTFALLS SEWERS DISCHARGES SEWERAGE TREATMENT HARBOURS WAVES STORMWATER PUMPING PRESSURE STORAGE PUMPING...

...A PEAKE AUSTRALIA SYDNEY NEW SOUTH WALES LONG BAY BONDI OUTFALLS SEWERS SEWERAGE SYSTEMS BIOLOGICAL TREATMENT FILTRATION DISCHARGES POLLUTION PURIFICATION PUMPING OCEANS WAVES TUNNELS EXCAVATIONS PILES DRIVING PUMPING STATIONS GAUGING COSTS METROPOLITAN...

...A E CAREY; W D CAY; W A FOULIS; E W HOLLINGWORTH; C H SANDEMAN; J SANDERSON; F SPRING; D STEVENSON; C STEVENSON; G STEWART; A T WALMISLEY; MITCHELL; R F HINDMARSH; J W SANDEMAN; SIMPSON © Thomas Telford and ICE 1920 IMPROVEMENT ENTRANCES HARBOURS REDUCTION WAVES ACTION HEIGHT...

...R F HINDMARSH © Thomas Telford and ICE 1920 DESIGN HARBOURS BREAKWATERS REDUCTION WAVES PIERS WALLS GROYNES QUAYS TYNE HARBOUR UK Proceedings.] HINDMARfjH OX DESIGN OF HARBOURS. lS9 (Paper No. 4 1 01.) The Design of Harbours and Breakwaters with a View...

...J W SANDEMAN © Thomas Telford and ICE 1920 WAVES ACTION HARBOURS WORKS REDUCTION HEIGHT WORKS JETTIES PIERS OVERLAPPING BLYTH HARBOUR WHITBY HARBOUR UK 194 SANDEXAN ON WAVE-ACTION I N HARBOUE AREAS [Minules of (Paper No. 4135. I Notes on Wave-Action in Harbour...

...G W BRENAN; A E CAREY; J C FERGUSSON; SIR A GIBB; G R HEARN; J M LACEY; J C LARMINIE; J MITCHEL © Thomas Telford and ICE 1920 HARBOURS BREAKWATERS SAND DISPERSION STORMS TRAVEL PROTECTION CONCRETE REGULATION DREDGING WAVES CYCLONES CURRENTS TIDAL TIDES MADRAS...

...W SIMPSON © Thomas Telford and ICE 1920 IMPROVEMENT ENTRANCES HARBOURS REDUCTION WAVES ACTION EXPOSURE PROTECTION WORKS PIERS WIDTH EXTERNAL INTERIOR REMOVAL ROCKS SWELL FETCHES SUNDERLAND RIVER WEAR ROKER UK 198 SIMPXON ON ENTRANCE TO SUNDERLAND HARBOUR...

...J MITCHELL; E WHATELY; C S MEIK; W MATTHEWS; J M MONCRIEFF; N G GEDYE; R F HINDMARSH; SIMPSON IMPROVEMENT ENTRANCES HARBOURS REDUCTION WAVES ACTION CONSTRUCTION SHIPPING PIERS BARS DEPTH STORMS OUTLETS SUNDERLAND ROKER TYNE RIVER WEAR RIVER © Thomas Telford and ICE...