... BLOCKMAKING BLOCKS MANUFACTURE MAKING EQUIPMENT GATES CAISSONS PUMPING MACHINERY CAPSTANS SLUICES BOLLARDS LANDINGS STAGE PASSENGERS REINFORCED CONCRETE SUBSTRUCTURES SHORES PILES CYLINDERS SINKING FLOATING DOLPHINS BOOMS MOORINGS BRIDGES REMODELLING CUTS ENTRANCES SHEDS QUAYS...

...F C FFORDE; R D GWYTHER; H H G MITCHELL; SIR C KIRKPATRICK; SIR L SAVILE; SIR DALRYMPLE HAY; SIR H D HAY; W T HALCROW; N G GEDYE; W L LOWE BROWN; W L L BROWN; C T GARDNER HARBOURS WORKS PORTS SLIPWAYS IMPROVEMENT FOUNDATIONS WALLS COSTS SHEDS SINGLE STOREY TWO STOREY QUAYS OCEANS...

... wharf, 556 feet long, with corresponding crane equipment and shed accommodation, was completed a t Kilindini on the west side of the island, and this had to carry the main bulk of the lauding and shipping traffic until 1925, when the firstportion of the new quays became available, theport having...

...F W FURKERT © Thomas Telford and ICE 1933 EFFECT EARTHQUAKES ENGINEERING STRUCTURES SHOCKS DAMAGE EARTHWORKS BRIDGES HARBOURS ROADS RAILWAYS VIADUCTS CRACKS SEISMIC ACTION PORTS QUAYS BUILDINGS RESISTANCE FAULTS MURCHISON NAPIER NEW ZEALAND 344 FURKERT...

...W F STANTON; A G L CLERCQ © Thomas Telford and ICE 1932 S PEARSON IMPROVEMENT PORTS EXTENSIONS BREAKWATERS WORKS QUAYS TRANSIT SHEDS WAREHOUSES JETTIES SAND FILLING SUCTION DREDGERS FILL DREDGING CARGOES QUARRIES RUBBLE CONCRETE BLOCKS SETTING BLOCKWORK...

...SIR C HINDLEY; H A REED; F E WENTWORTH SHEILDS; W T HALCROW; C W WALES; SIR F PALMER; W C ASH; J D PEARSON PORTS EXTENSIONS CONSTRUCTION SINKING MONOLITHS DOCKS MODIFICATION GRAVING QUAYS WALLS ENTRANCES LAYOUT ALIGNMENT BERTHING COSTS KENTLEDGE SHIPS VESSELS DRY CAISSONS...

... BANKS LAYOUT QUAYS HANDLING EARTHQUAKES CONDITIONS ZONES STORMS PROBLEMS FAILURES DREDGING VALPARAISO ANTOFAGASTA PACIFIC OCEAN CHILE SOUTH AMERICA 220 DISCUSSION ON THE PORT OF VALPARAISO [Minutesof Discussion. The President. The PRESIDENiTn ,moving thevote of thanks, asked...

...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...

...W C ASH PORTS EXTENSIONS DOCKS JETTIES COUNTRIES DEVELOPING RIVERS BERTHING FOUNDATIONS SHEDS DESIGN CONSTRUCTION PILES ENTRANCES GRAVING ALIGNMENT LAYOUT CAISSONS WALLS FLOORS QUAYS TRANSIT PUMPING PLANT DEVELOPMENT LOCKS WORKS MOORINGS HARBOURS RIVERSIDE...

... of any muddy bottom which might be touched in taking dippings. The cost of the tidal model as described was 21,050, complete with all fittings. Correspondence. Mr. M. Du-PLAT-TAYLOnRoted from Mr. MacGlashan's Paper g;pPht- that the Calcutta datum was given as 24 feet below the level of the quay...

... DESIGN VELOCITY WALLS QUAYS PILES SEWAGE DISCHARGES TESTS SILTATION EXPERIMENTS ODOURS EFFLUENT GRAINS TEMPLATES BOMBAY CALCUTTA KING GEORGE INDIA ASIA so DISCUSSIOX ON CALCUTTA TRIAL NONOLITIiS [Minutes of Discuasion. The President. ThePRESIDENT, in moving thevote...

.... Hindmarsh, describing a riverside quay served , . by railway and road, and fully equipped, was a very useful record of modern practice. Nr. Palmer. Mr. FREDERICPKALMERPa, st-President, congratulated Mr. Hindmarsh on the successful accomplishment of a rather difficult work. Those who hadhad experience...

...R F HINDMARSH Proceedings.] HINDMARSH ON TYNE COMMISSION QUAY. 25 (Paper No. 4 719.) Tyne Commission Quay, North Shields. By RALPHPREDERICHKINDMARSMH. ,Inst. C.E. THETyne Commissionquay andpassenger-station forming the subject of this Paper were constructed in 1927-8 by theTyne Improvement...

...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...

...W C ASH; A H CASE; P M CROSTHWAITE; HOWORTH; N J NIELSEN; C J R WILLIAMS © Thomas Telford and ICE 1928 JETTIES PUMPHOUSES PUMPS RANKINE HOUSES WORKS POWER STATIONS FOUNDATIONS QUAYS WALLS DESIGN MONOLITHS FORMULAE ANCHORAGES DREDGING BERTHING WHARVES PRESSURE RETAINING...

...L H SAVILLE © Thomas Telford and ICE 1925 DEMOLITION HARBOURS DEFENCE WORKS MILITARY FORTIFICATIONS MOLES CLOSURES BREAKWATERS DOCKS JETTIES DESTRUCTION DRILLING CAISSONS EXPLOSIVES DRILLS CONCRETE BRICKWORK DRY BATTERIES SUPERSTRUCTURES SUBSTRUCTURES QUAYS OIL...

...F PALMER; J M MONCRIEFF; H J DEANE; E MOIR; F M G DU PLAT TAYLOR © Thomas Telford and ICE 1923 PORT OF LONDON AUTHORITY DOCKS CONSTRUCTION JETTIES EXPERIMENTS QUAYS WALLS FOUNDATIONS CONCRETE PILES DRIVING BASCULE BRIDGES PUMPS SWING DESIGN EXCAVATIONS BALLAST...

...E J BUCKTON; B CUNNINGHAM; F W DUCKHAM; C KIRKPATRICK; H C REID © Thomas Telford and ICE 1923 DOCKS JETTIES QUAYS WALLS FOUNDATIONS CHALK DRY ECONOMICS DESIGN COSTS CRANES CARGOES HANDLING IMPROVEMENT CONSTRUCTION ENTRANCES BARGES MAINTENANCE STORAGE SHEDS MATERIALS...

...F M G DU PLAT TAYLOR © Thomas Telford and ICE 1923 PORT OF LONDON AUTHORITY TOPHAM JONES & RAILTON EXTENSIONS DOCKS PORTS WORKS QUAYS WALLS MONOLITHIC CONCRETE WATER IRRUPTION SINKING MONOLITHS TRENCHES SUPERSTRUCTURES EXCAVATIONS TRANSIT SHEDS WELLS...

...SIR C KIRKPATRICK; M F WILSON; H J DEANE; P J H UNNA; J W TWINBERROW; F M G DU PLAT TAYLOR TILBURY DOCKS RIVER THAMES ENGLAND UK ENGLAND © Thomas Telford and ICE 1923 EXTENSIONS DOCKS PORTS MONOLITHS QUAYS WALLS CLAYS HOLES SKIN FRICTION BEARING RESISTANCE...