... ROADS INTERNAL INSPECTION DESIGN BEHAVIOUR MATERIALS SLEEVES TENDONS CORROSION DUCTS TRANSVERSE LONGITUDINAL PROGRESSIVE CHLORIDE YNYS Y GWAS GLAMORGAN WALES UK Proc. Instn Civ. Engrs, Part 1,1988,84A,ug., 635-669 9357 ENGINEESTRRINUGCTURAL GROUP Collapse of Ynys-y-Gwas...

... concrete control columns were cast from each batch of concrete. The controls comprised three specimens of similar dimensions to the confined columns, and three 102 mm cubes. Materialsand specimens 12. All test specimens were138mm X 138mm X 414 mm rectangular col- umns. A rectangular arrangement of ducts...

...A MCLEISH © Thomas Telford and ICE 1985 TAYLOR WOODROW RESEARCH LABORATORIES TAYLOR WOODROW STRESS BURSTING PRESTRESSED TENDONS CURVED DUCTS EFFECT LOCAL RADIAL FORCES RULES CONCRETE DESIGN RESEARCH DATA BEAMS ANALYSIS FINITE ELEMENTS LOADS TESTS T BEAMS...

...HM HAYDL; AN SHERBOURNE; RG CHARLWOOD © Thomas Telford and ICE 1979 ACRES CONSULTING TORONTO WATERLOO UNIVERSITY ONTARIO INELASTIC FILLED YIELDING SIMPLE ELASTIC SHELLS STRESS SAFETY BUCKLING CIRCULAR LARGE METHODS PROCEDURE PROBLEMS THEORY FACTORS FLUIDS DUCTS...

... HALF FILLED EFFECT DUCTS DIAMETER CIRCULAR LOADS CLASSICAL INTERNAL METHODS SHELLS AXIAL DISTRIBUTION PRESSURE SOLUTIONS EQUATIONS FACTORS Proc. Instn Ciu. Engrs, Part 2, 1978, 65, Dec., 809-819 8140 Buckling of cylindrdiucaclts in bending H. M. HAYDL, PhD, PEng. R. G . CHARLWOOD, PhD...

...HM HAYDL; AN SHERBOURNE; O TUNNELL © Thomas Telford and ICE 1978 HATCH ASSOCIATES TORONTO DESIGN DUCTS CYLINDRICAL AXIAL LARGE PARAMETERS STRESS RING CIRCULAR BUCKLING STIFFENERS Proc. lnstn Ciu. Engrs, Part 2, 1978, 65, Dec., 949-951 8113 DISCUSSION Design of large...

...HM HAYDL; AN SHERBOURNE © Thomas Telford and ICE 1978 WATERLOO UNIVERSITY ONTARIO DESIGN DUCTS DISTRIBUTION ESTIMATES STIFFENERS LOADS BEAMS UNSTIFFENED LARGE GRANULAR HYDROSTATICS SPACING SHELLS EQUATIONS CIRCULAR PRESSURE MATERIALS RING THEORY Proc. Instn Ciu...

... diameter circular duct support rings are examined. Results are presented in a number of graphs useful to the designer or analyst. A numerical example illustrates the reductions in ring stress resultants dueto spreading of the applied concentrated loads. Notation N axial stress resultant in ring S shear...

... WATERPROOFING SUPPORTS TRANSVERSE DRY JETTIES CONDITIONS SINKING JETTING SUBMERGED DUCTS ELEMENTS MEMBRANES ROOFS LAYOUT WORKS DOCKS TRENCHES NAVIGATION PROCEDURE ENDS JOINT VENTURES ELBE HAMBURG WEST GERMANY GERMANY 7709 The Elbe Tunnel, Hamburg : southern ramp...

... COILS STRANDS SIMULATION ENDS BEAMS ACTION CONCRETE RADIAL ZONES MEMBERS MODIFIED CEMENT REINFORCEMENT DUCTS EXPERIMENTS CONDITIONS TRANSFER DESIGN THEORY TN 97 Simplification of post-tensioned concrete anchorages B. P. HUGHES, DSc,PhD, MICEMIStructE* C. I. MIDDLETON, BSC...

... PROCEDURE CONCRETE STEEL PRECAST FOUNDATIONS HAMMERS STABILITY GROUTING LONDON BRIDGE CONTRACTORS DEMOLITION JOINTS SEGMENTS TEMPORARY UNITS TECHNIQUES COFFERDAMS PIERS PILES DESIGN SAFETY STRESSING PRECAST FACTORS WORKS COSTS AIR RECONSTRUCTION DUCTS LONDON BRIDGE THAMES...

... LESIONS ESCALATORS OPERATION SAFETY WORKS VENTILATION DUCTS AUTOMATIC UNDERWATER PLANNING COSTS DRIVING DEVELOPMENT DECKS SICKNESS HEALTH PEDESTRIANS MANAGEMENT HAZARDS GROUND PILOT SEMI TRANSVERSE FLOW TUNNELLING CONSTRUCTION CONDITIONS SHIELD DRIVEN PILES COMPRESSED...

... ECONOMICS COSTS TIES WALLS SAND FILL EARTH PRESSURE BULKHEADS PRESTRESSED CONCRETE MEMBERS SLABS JOINTS FLEXIBLE DUCTS SETTLEMENT SOILS CONDITIONS PERMEABILITY KARACHI PAKISTAN ASIA DISCUSSION ON KAIUCHI HARBOUR-EAST W'HARVE3, RECONSTRUCTION O F QUAY 651 Paper No. 6580...

...R BEECHING; ICI; J FORREST © Thomas Telford and ICE 1960 IMPERIAL CHEMICAL INDUSTRIES ICI PLASTIC ENGINEERING COMPOSITION STRUCTURE MATERIALS MECHANICAL PROPERTIES APPLICATIONS MEMBERS PIPES DUCTS VESSELS CLADDING COATINGS MEMBRANES BARRIERS CASING USE ELECTRICAL...

... of the concreteatldfriction between the cables and duct walls. Ground move- ments were observed during construction. INTRODUCTION THEPost Office Railway tunnels were built between 191a4nd 1917and the railway was brought into service in 1926. It runsbetween Paddington (main line) Station and the Eastern District Office...

... GAUGING BAYS MODELS EXPERIMENTS RAISING METHODS STRESSED CABLES DUCTS DRILLING ANCHORAGES LOADS STRESS CALCULATIONS CEMENT HEARTING MIXTURES OPC ORDINARY PORTLAND GRANULATED SLAG WET GROUND TRIEF PROPORTIONS STRENGTH VARIATIONS GEOLOGY INTRUSION DECOMPOSITION CLAYS CHINA...

... the resistance pointof view, 4-in. thicknesscould be sdicient for the webs of a beam 14 ft deep, although some cracking could occur owingto the reduction of section (about1 in.) caused by the cable ducts if they were raised in the web. But from a practical pointof view (pouring of the concrete) he could...

... FRAMES BRIDGES DECKS INDETERMINATE STATIC EXPERIMENTS EFFECT FRICTION PRESTRESSING TENDONS DUCTS POST TENSIONED STUDIES TRANSMISSION LENGTH PRETENSIONED SECTIONS FLEXURE PLANE HIGHWAYS STIFFENED EDGES STRENGTH SLABS MORIOE ON "HE ANALYSIS OF PRESTRESSEDCONCRETESTRUCTURES...

... and stone copings. The movingleavesconsist of three main steel girderscarryingthe deck, and rest on steel quadrants which roll on tracks carried on grillages. The bridge is electricallyoperated, eachleafbeing approximatelyin balance under deadload. Cable ducts, shafts, and chamberswere provided...

... and these are described with drawings, and the relative advantages considered. An account of the method of placing concrete is given. The way in which the ducting and stormwater drainage systems were constructed is briefly described. The testing and control of materials was a very important part of the organiza.tion...