...P J CARROLL; D C VAUGHAN; F WALLEY; J C COSTELLO; G M J WILLIAMS © Thomas Telford and ICE 1951 FACTORS SAFETY APPLIED REINFORCED CONCRETE DESIGN APPLICATIONS PROBLEMS LOADS STRESS LIVE YIELD STEEL RATIOS ULTIMATE WORKING CORRESPONDENCE ON THEFACTOR OF SAFETY AS APPLIED...

...P J CARROLL © Thomas Telford and ICE 1951 FACTORS SAFETY APPLIED REINFORCED CONCRETE DESIGN APPLICATIONS RATIOS DEAD LIVE LOADS VARIATIONS REDUCTION BEARING STRUCTURES MATERIALS CRACKING DEFLECTION CARROLL OTNHFEACTOOSRAFFETY AS APPLIED TO REINFORCED-CONCRETEDESIGN 491...

...A G PUGSLEY; G G MEYERHOD; J V DU PLESSIS; S K GHASWALA; J DWEN LAKE; J O LAKE © Thomas Telford and ICE 1951 SAFETY STRUCTURAL ENGINEERING CREEP STRENGTH DEFORMATION CHARACTERISTICS LOADS FACTORS 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...

...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...

... 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. USE BITUMEN HYDRAULIC WORKS...

... in design Subgrade . .. . .. . .. . .. . .. .Equivalent single-wheelload . .. . . .. . . .. . . .. . . .. . . .. . .. .. .. .. .. .. .. .. .. .. .. .. .. 485 486 .. 486 487 . .Thickness of pavement Factor of safety Types of construction...

...A M WARD; E BATESON; G E HOWORTH; H S SMITH; H SHIRLEY SMITH; G W M BOYCOTT; W D JONES; G M PICKARD © Thomas Telford and ICE 1947 BRIDGES DESIGN STRUCTURES FOUNDATIONS APPROACHES CONSTRUCTION COMPRESSED AIR BENDS DECOMPRESSION CORROSION PRESSURE TESTS ZINC SPRAYING SAFETY...

... (1946-47),p. 244 (Jan. 1947). " A Lattice Analogy for the Solution of Stress Problems," J. Instn Civ. Engrs, vol. 21 (1943-44), p. 59 (Dec. 1943). UK BEECROFT HORTON RIBBLESDALE MECHANISED QUARRYING EQUIPMENT LIMESTONE QUARRIES PLANT PROTECTION ELECTRIC CIRCUITS SAFETY...

... 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...

... 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...

..., it was not satisfactory to test a single pile not surrounded by others. The Author had referred briefly to the additional resistance of a pile due to the increase in friction for a period after the time of the actual test loading. It was difficult to measure that, but it did give an additional factor of safety. Mr...

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

... . . . . . . 128 Ultimate loads-factors of safety. . . . . . . . . . . . . 129 Application to presentdesign . . . . . . . . . . . . . . . 130 Arrangement of stays and choice of mast sections . . . . . . . . 130 Moments of inertia of mast sections. bending moment and shear force dia- grams-initial adjustment...

... EXPLOSIVE BOREHOLES CORDITE CORDTEX DETONATORS PLASTICITY BLASTING DRILLS ROTARY DRILLING WELLS QUARRYING EXCAVATING TUNNELS BOULDERS TUNNELLING ROCKS ECONOMICS DEMOLITION COFFERDAMS SAFETY DRAINS DIGGING CHARGES APPLICATIONS QUARRIES MINES MINING LIMESTONE STEMMING PLASTIC...

... involved were considerable. A comparison of the factors of safetyshowed that whilst boththe C+ method and the q5 = 0 methods gave factors of safety only slightly above unity, the same methods appltioedthe actuasllip circle gave factors of safety of 1.15 and 1.3 respectively. In the domain of soil mechanics...

...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 © Thomas Telford and ICE 1945 DESIGN LAND AIRPORTS LONG DISTANCE CIVIL AIR TRANSPORT AVIATION BUILDINGS LAYOUT TERMINALS AIRCRAFT RUNWAYS SAFETY AERODROMES BAYS LOADING LENGTH 412...

... the breach be large, the water may reach the Aqqar Quf depression and the whole city be surrounded by water. -The safety of the capital thendepends entirely upon the soundness of many kilometres of bunds, and should one of these fail, enormous loss of life and property might follow, as the land on which...