...P J CARROLL; D C VAUGHAN; F WALLEY; J C COSTELLO; G M J WILLIAMS CORRESPONDENCE ON THEFACTOR OF SAFETY AS APPLIED TO REINFORCED-CONCRETEDESIGN 581 Paper No. 5820 I The Factor of Safety as Applied to Reinforced-Concrete Design t by PETERJOSEPHCARROLLB, .E., A.M.I.C.E. Correspondence Mr D.C...

...P J CARROLL CARROLL OTNHFEACTOOSRAFFETY AS APPLIED TO REINFORCED-CONCRETEDESIGN 491 Paper No. 5820 I' The Factor of Safety as Applied to Reinforced-Concrete Design " by PETERJOSEPH CARROLLB, .E., A.M.I.C.E. (Ordered by the Council to be published with written discussion) t SYNOPSIS The Papershows...

...A G PUGSLEY; G G MEYERHOD; J V DU PLESSIS; S K GHASWALA; J DWEN LAKE; J O LAKE SAFETY STRUCTURAL ENGINEERING CREEP STRENGTH DEFORMATION CHARACTERISTICS LOADS FACTORS © Thomas Telford and ICE 1951 xlviii CORRESPONDENCEONCONCEPTS OF CORRESPONDENCE ON A PAPER PUBLISHED IN MARCH...

...A G PUGSLEY; W H CLANVILLE; A A L BAKER; F G THOMAS; W TYE; M R HORNE; T P O SULLIVAN; G W ROOKE; K HAJNAL KONYI; N G SIMPSON; J D NORTH; P B WALKER © Thomas Telford and ICE 1951 SAFETY STRUCTURAL ENGINEERING RISKS FAILURES STRUCTURES AIRCRAFT STATISTICS AERONAUTICS FACTORS...

...A G PUGSLEY © Thomas Telford and ICE 1951 SAFETY STRUCTURAL ENGINEERING MARGIN CONSTRUCTION FACTORS HISTORY PROBLEMS LOADS ACCIDENTS RISKS STATISTICS PROBABILITY CASTINGS MASONRY CAST IRON WROUGHT MILD STEEL REINFORCED CONCRETE FLOORS WIND BUILDINGS FATIGUE...

... given in two Appendices. Conclusions drawn are that hydraulic applications are likely or by dumping through water. Details of misturea employed, and some costs, are to increase and that, a greater knowledge is acquired, factors of safety and costs will be reduced. © 1950 Thomas Telford Ltd 1950...

...E FREYSSINET © 1950 Thomas Telford Ltd 1950 PRESTRESSED CONCRETE APPLICATIONS THEORY METHODS PRESTRESSING PRESTRESS CONTINUOUS STRUCTURES BEHAVIOUR PROPERTIES SAFETY MARGIN TRANSFORMATION LOADS DESIGN MAKING MANUFACTURE COLLOIDAL EMULSIONS PROBLEMS USE CABLES CREEP...

...C E FOSTER © 1949 Thomas Telford Ltd 1949 AIRPORTS PROBLEMS AIRFIELDS DESIGN RELATIONS AIRCRAFT AERONAUTICS RUNWAYS PAVEMENTS LAYOUT FACTORS SUBGRADE WHEELS LOADS THICKNESS SAFETY CONSTRUCTION RIGID FLEXIBLE PRESTRESSED CONCRETE EFFECT JETS ENGINES UNDERCARRIAGES...

... Thomas Telford and ICE 1947 NEW PILING FORMULAE PILES CAPACITY CLAYS DRIVING LOADS CARRYING TESTS SAND GRAVEL DYNAMICS STATIC HILEY BEARING CAPACITY RESISTANCE MONKEYS DROP HAMMERS PREDICTION FAILURES SAFETY 522 CORRESPONDENCE ON A NEW PILING FORMULA. CORRESPONDENCE...

... SPRAYING SAFETY TEMPORARY COUNTRIES DEVELOPING NEW HOWRAH CALCUTTA 586 CORRESPONDENCE ON NEW HOWRAH BRIDGE, CALCUTTA. CORRESPONDENCE ON PAPERSPUBLISHED IN MAY 1947 JOURNAL Paper No. 5601. The New HowrahBridge, Calcutta: Design of the Structure, Foundations, and Approaches. -f...

...B J GEE; G E W KNOWLES; T H CARR; J S HAYES © Thomas Telford and ICE 1947 MECHANISED QUARRYING EQUIPMENT LIMESTONE QUARRIES PLANT PROTECTION ELECTRIC CIRCUITS SAFETY REGULATIONS CONVEYORS BELTS BEECROFT HORTON RIBBLESDALE UK 480 CORRESPONDENCE ON MECHANIZED...

... SUPERSTRUCTURES DECKS SPECIFICATIONS LOADS DISTRIBUTION COMPRESSED AIR ILLNESS SICKNESS RAPID COMPRESSION CLAYS SILT LAYERS ROADS SURFACING SURFACES REDUCTION ECONOMICS PREDICTION SETTLEMENT PAINTING SAFETY CRANES RIVERS SPANS CANTILEVER SUSPENSION TOWERS BASES MEMBERS SUSPENDED...

...O FABER; E S ANDREWS; A HILEY; J P PORTER; G B R PIMM; R D BROWN; H DONOVAN LEE; H D LEE; M NACHSEN; A S E ACKERMANN; J S HENZELL; G P MANNING; S PACKSHAW; G WILSON © Thomas Telford and ICE 1947 PILING FORMULAE PILES TESTS DRIVING FACTORS SAFETY CLAYS BEARING CAPACITY...

...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...

... DESIGN LOADING TEMPERATURE VIBRATIONS ULTIMATE SAFETY FACTORS STAYS SECTIONS BENDING SHEAR FORCES ADJUSTMENT EARTHING CONSTRUCTION REINFORCEMENT FOUNDATIONS ANCHORS BLOCKS CONCRETING TENSION METHODS BRIDLES FITTINGS POSITIONING NEUTRAL AXIS CALCULATIONS LEAFIELD UK...

... correctly squared up, and holeplacings, burdens, finishing diameters, etc.,were actually obtained on the site. Experience proved that unless such training were given, explosives were all too seldom placed so that they could be used with the maximum economy, safety, and effect. Mr. Dinwoodie had found...

...A W SKEMPTON; W E DORAN; W L LOWE BROWN; K TERZAGHI; W H WARD; E WILKINSON; G WILSON © Thomas Telford and ICE 1945 SLIPS CUTS RIVERS BANKS SITES EXPLORATION SHEAR STRENGTH STABILITY CHANNELS SILT FENS SAFETY FACTORS REMEDIAL WORKS METHODS DEPOSITION TOES...

...T B SMITH; R W BELL; W H KELLY; F L KING © Thomas Telford and ICE 1945 MAINTENANCE PLANT CIVIL ENGINEERING CONSTRUCTION SAFETY MACHINERY REPAIRS 430 CORRESPONDENCE ON THE UINTENANCE OF PLANT The work done in compressing elastically the top surface of a slab of concrete subject...

...A S MACLAREN; H J COATES; F W DAWKES; W R GREATHEAD; J K THORPE; J K WILKINS DESIGN LAND AIRPORTS LONG DISTANCE CIVIL AIR TRANSPORT AVIATION BUILDINGS LAYOUT TERMINALS AIRCRAFT RUNWAYS SAFETY AERODROMES BAYS LOADING LENGTH © Thomas Telford and ICE 1945 412...

...E V RICHARDS IRAQ MIDDLE EAST © Thomas Telford and ICE 1945 FLOODS PROBLEMS CONTROL INVESTIGATIONS SURVEYS RIVERS DEPRESSIONS DISCHARGES RESERVOIRS AGRICULTURE SAFETY STORAGE WATER IRRIGATION CATCHMENTS RIVER EUPHRATES RIVER TIGRIS GALI BEKHME DAM HABBANIYA...