... the edgebeams. 6. The 1 in (25 mm) transverse joints between segments had beenfilled with mortar before post-tensioning. Within the segments the ducts were unlined but metal sleeves should have been inserted between segments to provide continuity across the joints.At longitudinal joints awhite fibrous material...

... FACTORS LOCAL STRENGTH STRESS FAILURES DEFORMATION CAPACITY ENERGY ABSORPTION BEHAVIOUR SEISMIC REPAIRS STRUCTURES PERMANENT DISSIPATION PRISMS EXPERIMENTS LONGITUDINAL SPECIMENS INSTRUMENTATION PROCEDURE TESTING DUCTS Proc. Instn Cio. Engrs, Part 2, 1987,83, Mar., 24S262 PAPER...

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

...HM HAYDL; AN SHERBOURNE; RG CHARLWOOD INELASTIC FILLED YIELDING SIMPLE ELASTIC SHELLS STRESS SAFETY BUCKLING CIRCULAR LARGE METHODS PROCEDURE PROBLEMS THEORY FACTORS FLUIDS DUCTS CYLINDRICAL DESIGN GRAPHS ESTIMATING CURVES APPROXIMATE © Thomas Telford and ICE 1979...

...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...

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

...HM HAYDL; SP YIP HATCH ASSOCIATES TORONTO INFLUENCE CONCENTRATED CIRCULAR GRAPHS REDUCTION REACTIONS DISTRIBUTION SPREADING STRESS RINGS DESIGN APPLIED FINITE DIAMETER LOADS RESULTANTS EFFECT ANALYSIS SUPPORTS AREAS DUCTS © Thomas Telford and ICE 1976 Proc...

... 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...

... BEAMS ACTION CONCRETE RADIAL ZONES MEMBERS MODIFIED CEMENT REINFORCEMENT DUCTS EXPERIMENTS CONDITIONS TRANSFER DESIGN THEORY © Thomas Telford and ICE 1974 TN 97 Simplification of post-tensioned concrete anchorages B. P. HUGHES, DSc,PhD, MICEMIStructE* C. I. MIDDLETON, BSC...

..., and they are in the corners. How are thosebonded totheconcrete? I ask this because at Imperial College prestressed box girder bridges are being tested to scale, and great difficulty is found in scaling down the ducts and cables within thin flanges. Putting the cables outside was considered, but the conclusion was reached...

... 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...

... as the construction of thequay and it would be appreciated that major problems of coordination were involved. In all this considerable cooperation was forthcoming at all times from the officers ofthe Karachi Port Trust. 85. The method of feeding the cables into the ducts and of application of load was illustrated...

..., the non-inflammability of P.V.C. being of special importancefor some purposes, such as mine belting. Pipes, ducts, and vessels The common feature which causes pipes, ducts, and vessels to be grouped together is their function of containment,,whichimplies that they must be able to resist attack by whatever...

... PRESTRESSED CAST IRON LININGS RAILWAYS THREE DIMENSIONAL PHOTOELASTICITY MODELS TESTS STRAIN GAUGES MEASUREMENT INSTRUMENTATION METHODS BEHAVIOUR ENDS LOSS PRESTRESS SHRINKAGE CREEP FRICTION CABLES DUCTS GROUND MOVEMENT FRAMES TENSIONING CLAYS LONDON CLAY UNDERGROUNDSTATION...

... for the future raising of the dam by the method of stressed cables,to increase the storage capacity by at least 50%. The Paper describes the construction of ducts through the dam of suitable size and position for drilling the anchorages and accommodating the cables. Calculations of the future cable loads...

...Y GUYON; FREYSSINET © Thomas Telford and ICE 1957 BRIDGES CONCRETE PRESTRESSED SPANS ELASTIC CRACKING SAFETY ELASTICITY STRENGTH STRESS LOADS CABLES BENDING DEFORMATION RESISTANCE IN SITU CANTILEVER COSTS BEARINGS JACKING MOMENTS FAILURES PILES DUCTS AIR CEMENT...

... 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...

... SUPERSTRUCTURES CABLES DUCTS MECHANICAL EQUIPMENT SHAFTS CHAMBERS ELECTRICAL MOTORS TENDERS CONTRACTS TEMPORARY DEMOLITION WATERWAYS MEDICAL CONTRACTORS THANET SAND THANET DEPTFORD CREEK LONDON GREENWICH WOOLWICH UK 314 FULLER AND COUPER ON THE WORKS CONSTRUCTLON DIVISIONMEETING...

...E A PALMER © Thomas Telford and ICE 1953 AIRPORTS CONSTRUCTION ORGANISATION EARTHWORKS METHODS COMPACTION SUBBASE GRAVEL PLACING CONCRETE STORMWATER DRAINAGE TESTING CONTROL MATERIALS DECENTRALISATION RUNWAYS PROBLEMS ACCESS ROADS MIXING PLACING RAFTS SLABS DUCTS...