...E J BUCKTON CONSTRUCTION HARBOURS LAYOUT DESIGN PLANT SITES SURVEYS SITE INVESTIGATION WORKS BREAKWATERS WHARVES OIL DOCKS WALLS DREDGING RECLAMATION BORERS TEREDO PIDDOCK PHOLAS COSTS QUARRIES EXPLOSIVES HAIFA PALESTINE ISRAEL MIDDLE EAST © Thomas...

...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...

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

...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...

...J J C BRADFIELD © Thomas Telford and ICE 1934 DORMAN LONG HARBOURS BRIDGES APPROACHES RAILWAYS PLANS SPECIFICATIONS TENDERS ARCHES CANTILEVER STIFFENED SUSPENSION HINGES THREE HINGED BRACES TRUSSES DEFLECTION CHAINS SPANS DRAWINGS PREPARATION RETAINING WALLS...

... COFFERDAMS WALLS DOCKS COSTS DREDGERS MOMBASA ST HELIER JERSEY CHANNEL ISLANDS KENYA AFRICA UK 140 CORRESPONDENCE ON HARBOUR WORKS AT [SIinutes of Correspondence. Mr.Alliion. Mr. B. J. ALLISONremarked that the methods adopted for breaking the rock at St. Helier by the use of a Lobnitz...

...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...

..., Fitzmaurice, and Wilson to investigate and report on general harbourimprovements atElindini,toobtain the best site and probable cost of constructing 2,000 linear feet of quay wall with 33 feet of water alongside, with the necessary reclamation, transit sheds, and road and rail access, etc. This report, dated...

... DUCTS DRAINAGE TURBINES BASEMENTS DESIGN EXCAVATING MODIFICATION CONSTRUCTION RETAINING WALLS REINFORCED CONCRETE PUMPHOUSES SCREENS CHAMBERS SHAFTS SHIELD DRIVEN COMPRESSED AIR SHIELDS DRIVING TUNNELLING FORESHORES DAGENHAM ESSEX RIVER THAMES UK © Thomas Telford...

... DENTATED HYDRAULIC SIMILARITY SILTATION CURRENTS DISCHARGES WALLS SENNAR RIVER NILE SUDAN EGYPT AFRICA 242 CORRESPONDENCE ON THECAUSES [Minute8 of Mr. Ad*n. Correspondence. Mr. H. ADDISON suggested that furtheirnformation on the following points would be of service...

...P DAVIES © Thomas Telford and ICE 1933 LAWS SIPHONS BERNOULLI THEORUM FLOW MODELS EXPERIMENTS DESIGN TESTS SPILLWAYS RESERVOIRS DISCHARGES PRESSURE CALCULATIONS CLASSIFICATION OUTLETS EXITS HEADS LOSS EDDIES BENDS FRICTION RESISTANCE WALLS COEFFICIENTS WORKING FREE...

... and thejunctions between 332 CHERRY ON THE INFLUENCE OF [Minutesof internaalndexternal wallse,specially aboveground level. In timber buildings these points should be strengthened bystout bracing a t the levels of the foot braces, floors, and roof wall plates. Canti- leveredverandas or balconies are dangerous...

...C F JENKIN; WENTWORTH SHEILDS; F E W SHEILDS; J S WILSON; W J E BINNIE; O FABER; W L LOWE BROWN; W L L BROWN; R N STROYER; M K RICE OXLEY; M K R OXLEY; H G LLOYD; C T GARDNER; A C VIVIAN; P J COWAN; I PRESSURE RETAINING WALLS MODELS STEEL BALLS FAILURES DOCKS FLUIDS SILT GRANULAR...

... WALLS REMEDIAL MEASURES GUNS FORMULAE BITUMEN JOINTS EXCAVATING CAPE TOWN SYDNEY SOUTH AFRICA AFRICA AUSTRALIA Proceedings.] OF CAPETOWN AND SYDNEY. 73 work with theutmost dispatch, it had unfortunately been foundMt. Haakins. necessary to discontinue constructional operations...

...C F JENKIN; BRS © Thomas Telford and ICE 1932 BUILDING RESEARCH STATION BRS PRESSURE RETAINING WALLS EXPERIMENTS APPARATUS SAND WEDGES THEORY CALCULATIONS FORCES CYCLES PLANE HEIGHT ESTIMATES BATTERED STEPPED RUPTURES UNDERWATER REACTIONS MATERIALS TESTS 23...

...R CARPMAEL © Thomas Telford and ICE 1932 FRANCOIS CEMENTATION CEMENTATION TUNNELS HISTORY STRENGTHENING LEAKAGE INFILTRATION WATER LIQUIDS CEMENT GROUTING INJECTION GROUTS DRILLING HOLES SHAFTS SEA WALLS BRICKWORK LININGS RAILWAYS RIVERS WATER ESTUARIES...

...E P ANDERSON; J D CORMACK; T E N FARGHER; A L HIGGINS; D P KRYNINE; G P MANNING; L RAVIER; R G ROBERTSON; R V SOUTHWELL; T H P VEAL; E G WALKER; C F JENKIN © Thomas Telford and ICE 1932 PRESSURE RETAINING WALLS MATERIALS YIELDING SOLUTIONS EXPERIMENTS ANGLES FRICTION PLANE...

...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...

...SIR C R KIRKPATRICK © Thomas Telford and ICE 1932 PRESIDENTS TIDAL RIVERS TIDES HISTORY WALLS FORESHORES DREDGING DATA FLOW FRESHWATER DOCKS BRIDGES TUNNELS WEIRS INDUSTRIES RIVER THAMES UK THE INSTITUTION OF CIVIL ENGINEERS. SESSION 1931-1932.-PART 1. MINUTES...

...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...