... be adopted with larger diameters. In viewof that and the shorter time of construction thereby obtained,a larger tunnel might prove more econouiical than would appear a t first sight. Similarly, in thecase of dams, a buttress damoften showed itself to be very economical, on paper, but against the saving...

...C M ROBERTS © Thomas Telford and ICE 1951 FUNDAMENTAL ECONOMICS HYDROELECTRICITY DESIGN STUDIES CONDITIONS FACTORS PROBLEMS DAMS SIZE PIPELINES HYDRAULIC RAINFALL RUNOFF STORAGE RIVERS TUNNELS OPERATING EFFICIENCY POWER STATIONS ROBERTS ON FUNDAMENTALECONOMICS...

...A J S PIPPARD; J L MATHESON © 1950 Thomas Telford Ltd 1950 ENGINEERING RESEARCH UNIVERSITIES STRESS MASONRY DAMS GRAVITY TEACHERS ENGINEERS TEACHING UNWIN MEMORIAL LECTURE 265 " The Functions of Engineering Research in the University " WHENI received the invitationof...

... protection ; (3) protection and lining of rivers and inland waterways ; (4) linings for reservoirs and dams. Works described include the grouting of the breakatem at the Hook of Holland and the novel construction of a harbour arm at Harhgen of sand protected only by the practice of three...

... STEEL ANCHORAGES STRESSING TENDONS TENSIONING FACTORIES CASTING STRUCTURAL MEMBERS RAILWAYS SLEEPERS PIPES HYDRAULIC PRESSES SHAFTS TUNNELS GALLERIES RESERVOIRS BRIDGES DECKS QUAYS FOUNDATIONS PILES GROUND CAISSONS HARBOURS WORKS DAMS COFFERDAMS BUILDINGS PYLONS AIRPORTS...

...S L BEY; H F WILMOT © Thomas Telford and ICE 1948 STRESS TEMPERATURE EFFECT DAMS RANGE COEFFICIENTS MASONRY SLIDING BUTTRESSES GROUTS ASWAN DAM RIVER NILE EGYPT AFRICA 410 CORRESPONDENCE ON THE STRESSES AND TEMPERATURE when the principal recorclof thclast shock...

...B D RICHARDS; G W M BOYCOTT; H CHATLEY; A H NAYLOR; T H WEBSTER © Thomas Telford and ICE 1948 TIDAL POWER DEVELOPMENT UTILISATION USE TIDES ECONOMICS COSTS DAMS BARRAGES ENERGY GRIDS TURBINES 428 CORRESPONDENCE ON TlfE TIDAL POWEE : CORRESPONDENCE ON A PAYER PUBLISHED...

...F R MELVILLE; RLG HETHERINGTON; W J E BINNIE; C C MACKINTOSH; AE MANN © Thomas Telford and ICE 1948 BINNIE DEACON & GOURLEY WATER SUPPLY CITIES COUNTRIES DEVELOPING PIPES TROPICS REINFORCED CONCRETE DAMS FLEXIBLE WALLS CORES PUDDLE CLAYS PUDDLE CLAY PEGU...

... produce more energy than double-tide operation, but that was not the only disadvantage of the latter system. One of the diflicult mechanical and civil engineering problems involved in double-tide working waa that in a single-basin scheme the cost of the constructional work on the turbine dam itself might...

...F R MELVILLE; RLG HETHERINGTON © Thomas Telford and ICE 1948 WATER SUPPLY COUNTRIES DEVELOPING TOWNS DAMS EARTH RESERVOIRS CONCRETE CORES WALLS EMBANKMENTS TUNNELS WEIRS CHANNELS CATCHMENTS COAGULATION BASINS PIPELINES COUPLINGS CULVERTS JOINTS VALVES TESTS COSTS...

...S L BEY © Thomas Telford and ICE 1948 THERMAL MOVEMENT BUTTRESSES DAMS MEASUREMENT RECORDING APPARATUS TEMPERATURE ASWAN DAM NILE EGYPT AFRICA LELIAVSKY ON THERMALMOVEMENTS IN THE BUTTRESSES OF THE ASWAN DAM. 79 Paper No. 5581. Thermal Movements in the Buttresses...

...S L BEY © Thomas Telford and ICE 1948 STRESS TEMPERATURE EFFECT DAMS EXPANSION THEORY AMPLITUDE DISTRIBUTION COEFFICIENTS STRESS RODS HEIGHTENING ANALYSIS MECHANICAL EFFECTIVE ESTIMATES VARIATIONS THERMAL ELASTIC APPROXIMATE ASWAN DAM RIVER NILE EGYPT...

... ABRASION SHRINKAGE BONDS REINFORCEMENT ABSORPTION PERMEABILITY REINFORCED FROST PUMPS PLANT CAVITY SURFACES INTERNAL FILTERS WALLS DAMS APPLIED TO RECTANGULRAIRGSIPDAFCREAMES. 243 2. J. L. Matheson, The Problem of Sway in Complicated Rigid Frames, J. Instn Civ. Engrs, vol. 24 (19+5...

...O C ZIENKIEWICZ; G M J WILLIAMS © Thomas Telford and ICE 1947 STRESS DISTRIBUTION GRAVITY DAMS EQUATIONS FUNCTIONS DISPLACEMENT AT BEECROFT LIMESTONE QUARRY. 481 The repair charges for the year ended 31 July, 1946, were :- Crushing and screening plant : Labour and materials...

...O C ZIENKIEWICZ STRESS DISTRIBUTION GRAVITY DAMS ANALYSIS MATHEMATICS METHODS HYDROSTATICS UPLIFT PRESSURE PROFILES RESERVOIRS SAFETY FACTORS PROBLEMS BOUNDARIES VALUE RELAXATION FINITE DIFFERENCE APPROXIMATION © Thomas Telford and ICE 1947 IMPERIAL COLLEGE 244...

... . . . . . . . . . . . . . . . . . . . . . . . .. . . . . , . . . . . 66 68 .Delay detonators . . . . . . . . . . . . . . . . . . 74 Demolitions . . . . . . . . . . . . . . . . . . 75 Mass concrete foundations . . . . . . . . . . . . . . . 77 Concrete dams . . . . . . . . . . . . . . . . . . 77 Opencast coal mining . . . . . . . . . . . . . . . . 78 Hollow conecharges...

...E V RICHARDS; E BATCHELOR; ARB EDGECOMBE; A M HAMILTON; A F LAMBERT; A D LEWIS; G E MEADE; A E REID; B D RICHARDS; V J SEVIAN; D M WHITEHOUSE © Thomas Telford and ICE 1945 FLOODS PROBLEMS RIVERS DISCHARGES EROSION DAMS HYDROELECTRICITY COUNTRIES DEVELOPING IRRIGATION CONTROL...

...M R GRAHAM SOILS EROSION DAMS SLOPES DRY SPILLWAYS FLOODS ERKOWIT RED SEA HILLS SUDAN © Thomas Telford and ICE 1945 ENGINEERING DPT OF THE SUDAN RAILWAYS COCHRANEONECONOMICS in comparison with OF REINFORCED-CONCRETESECTIONS. 159 The percentage saving was plotted...

...L F COOLING; H Q GOLDER; W J E BINNIE; J DAVIDSON; J L MATHESON; T A MIDDLEBROOKS; M G SPEEDIE; K TERZAGHI; R C S WALTERS; L RENDULIC; D P KRYNINE; T T KNAPPEN © Thomas Telford and ICE 1943 ANALYSIS FAILURES EARTH DAMS CONSTRUCTION SHEAR STRENGTH FORMULAE SAFETY EMBANKMENTS...

...L F COOLING; H Q GOLDER © Thomas Telford and ICE 1942 ANALYSIS FAILURES EARTH DAMS CONSTRUCTION STABILITY METHODS SWEDISH COHESIVE SOILS FRICTION BANKS PUDDLE CORES SAMPLING WEIGHT SHEAR STRENGTH WATER CONTENT EARTHWORKS SITES PLASTIC LIMITS 38 COOLING AND GOLDER...