...JJ BROOKS; AE GAMBLE © Thomas Telford and ICE 1989 LEEDS UNIVERSITY INFLUENCE CYCLIC HUMIDITY TIME DEPENDENT BEHAVIOUR POST TENSIONED CONCRETE BEAMS PERFORMANCE CONSTANT STORAGE REDUCTION SHRINKAGE CREEP LOSS PRESTRESS CAMBER DEFLECTION LOADS GROUTING TENDONS...

... COEFFICIENTS EXPANSION SHRINKAGE SURFACE ZONES Proc. Instn Ciu. Engrs, Part 2,1989,87, Mar., 155-158 DISCUSSION ON PAPER 9321 STRUCTURAENLGINEERING GROUP Early thermal cracking in end-restrained thick reinforced concrete members B. P. Hughes and A. T. Mahmood Mr J. Springfield, Carruthers& Wallace...

... TENDONS LOADS CREEP SHRINKAGE DEFORMATION ESTIMATES RELAXATION EXPERIMENTS STRENGTH MODULUS ELASTICITY LOSS Proc. Instn Civ. Engrs, Part 2,1988,85, Sept., 533-550 PAPER 9358 STRUCTURAL ENGGRINOEUEPRING Comparison of measured and predicted time-dependent behaviourof post-tensioned concrete...

...DMF ORR; MAGNEL DIAGRAMS COMPOSITE PRESTRESSED CONCRETE BEAMS METHODS SELECTION FORCES LOCATION TENDONS HOMOGENEOUS SECTIONS T BEAMS PRECAST IN SITU CAST SLABS MECHANICAL PROPERTIES LOADS EQUATIONS T SECTIONS CONSTRUCTION STRESS SHRINKAGE Proc. Instn Ciu. Engrs, Part...

...) in the presence of shrinkage cracksin the concrete which arose by virtue of the way in which the bridge was constructed-the timber beams being left in as a support for the screeding operations, and subsequently removed, and fresh concrete being used for filling in. The inference is that the shrinkage cracks...

...T WHITAKER; AS WEST © Thomas Telford and ICE 1980 PILES HISTORY GROUND USE FORCES SWELLING DISPLACEMENT FOUNDATIONS LOADS PILING PROBLEMS RAKING SHRINKAGE TREES DESIGN CLAYS SETTLEMENT SOILS BOULDER CLAY BOULDER Proc. Instn Civ. Engrs, Part 1 , 1980, 68, Nov., 819-823...

... STABILITY LININGS STEADY STATE PORE SHRINKAGE INSERTS DRAWDOWN SOILS SAFETY CLAYS METHODS SEEPAGE PRESSURE CRACKS STRESS CHANNELS CALCULATIONS COMPACTION GRANULAR EQUILIBRIUM DESIGN ...

... NATURAL WALLS PRECAST CEMENT OPC CRUSHING SHRINKAGE TESTS SANDCRETE DRAFT STRENGTH TECHNIQUES WATER CAPACITY STRUCTURES UNITS MORTAR ORDINARY SPECIFICATIONS NIGERIA AFRICA Proc. Instn Cio. Engrs, Part 2, 1977, 63,Sept., 625-639 8035 An appraisal of methods of testing some...

...R TAYLOR; J FRODIN © Thomas Telford and ICE 1977 MANCHESTER UNIVERSITY CAPRICORNIA ADVANCED EDUCATION INSTITUTE DESIGN DEFLECTION STEEL SPANS SHRINKAGE EQUATIONS VALUE COMPOSITE CONCRETE DEPTH EFFECT SAG PROCEDURE BEAMS METHODS GRAPHS RATIOS DEVELOPMENT FACTORS...

...HE LEWIS; JB READ; N TAYLOR; AW BEEBY EWH GIFFORD CEMENT AND CONCRETE ASSOCIATION HARNESS DESIGN CONSTRUCTION TESTING FLOORS PRESTRESSED MONITORING SHRINKAGE STRAIN TORSIONAL UNBONDED SERVICEABILITY BEHAVIOUR HOSPITALS STANDARD PROTOTYPES IN SITU SLABS PRECAST FAILURES...

...RN SWAMY; AS SAFIER; RL ANAND; JH BUNGEY; IW MENZIES CHARLES WEISS LIVERPOOL UNNIVERSITY BEHAVIOUR CONCRETE SUSTAINED BEAMS CONVERSION RATIOS TESTS STRAIN HUMIDITY LOSS HIGH ALUMINA HAC ALUMINA HIGH ALAG AGGREGATES MIX WATER SHRINKAGE CONDITIONS LONG TERM CEMENT...

...BW YOUNG; AG KAMTEKAR © Thomas Telford and ICE 1975 CAMBRIDGE UNIVERSITY EFFECT CALCULATIONS FORCES STRESS PLATES PROCESS WELDS WELDING STRAIN EFFICIENCY SHRINKAGE MEASUREMENT Proc. lnsrn Cio. Engrs, Part 2, 1975, 59, lune,377-378 7762 ' DISCUSSION The effect...

...RN SWAMY; KL ANAND SHEFFIELD UNIVERSITY HUSBAND AND CO HOWE CO LTD MONTREAL BEHAVIOUR CEMENT LOADS STRENGTH SERVICEABILITY MEMBERS LONG TERM SHRINKAGE MATERIALS TESTS PRESTRESSED CRACKS FALLS HIGH HAC SUSTAINED CONVERSION STABILITY ROOFS DEFORMATION SPECIMENS MIX...

...B W YOUNG; MERRISON © Thomas Telford and ICE 1974 SUSSEX UNIVERSITY REDPATH DORMAN LONG EFFECT CALCULATIONS FORCES TESTS MEASUREMENT ENERGY STRESS PROCESS WELDS RULES COOLING WELDING DISTRIBUTION EFFICIENCY SHRINKAGE INTERIM CONTINUOUS METHODS EXPERIMENTS...

...GTG MOHAMEDBAI; R TAYLOR; JS MARSHALL © Thomas Telford and ICE 1974 JAMES CARRINGTON LONG TERM SPANNING VARIABLE SHRINKAGE BEHAVIOUR MOISTURE ONE WAY LOADS EVAPORATION Proc. Instn Civ. Engrs, Part 2, 1974, 57, Se 559 7665 DISCUSSION The long-term behaviour of one-way...

...MJ TOMLINSON; JFS PRYKE © Thomas Telford and ICE 1974 UNDERPINNING CLAYS METHODS EXCAVATIONS FOUNDATIONS BUILDINGS SETTLEMENT HOUSES DAMAGE TECHNIQUES SHRINKAGE PILING GROUP INFORMAL DISCUSSION Underpinning introduced by M. J. Tomlinson, FlCE and J. F. S. Pryke, MA, MICE...

...GTG MOHAMEDBHAI; R TAYLOR; CP 110 © Thomas Telford and ICE 1974 MANCHESTER UNIVERSITY MAURITIUS UNIVERSITY LONG TERM SPANNING VARIABLE REINFORCED FULL EXPERIMENTAL DEFORMATION PROCEDURE CYLINDERS SHRINKAGE EFFECT CODES FLEXURAL BEHAVIOUR SLABS INVESTIGATIONS CONCRETE...

...RN SWAMY; AB IBRAHIM SHEFFIELD UNIVERSITY MOSUL UNIVERSITY IRAQ © Thomas Telford and ICE 1973 EXPANDED SLATE SHRINKAGE HIGH STRUCTURAL TESTS EXPANDED FINE CONDITIONS AGGREGATES CREEP EARLY LIGHTWEIGHT SOLITE PORTLAND STRESS RATES REPLACEMENT PROPERTIES STRENGTH...

...J BRAKEL; KW INNES; IS GREEVES; ALL BAKER; CWN MCGOWAN; KJ PRANGNELL; AH BECKETT; R STELFOX; MM MCLEAN © Thomas Telford and ICE 1972 SUBMERGED SHRINKAGE SETTLEMENT TUBES BRIDGES TUNNELLING TEMPERATURE BORED IMMERSED UNITS DEFORMATION CREEP TUNNELS CHANNEL TUNNEL COSTS...

...AA DONCASTER; PDM HORSLEY; RJ DAILEY; MG BULL; C BLUMFIELD © Thomas Telford and ICE 1970 CONCRETE EMBEDDED SUPPORTS SHRINKAGE SLABS STEEL FRICTION STRENGTH PARTIALLY BEAMS FORCES DEFORMATION 7222 DISCUSSION Concrete slabs with partially embedded steel-beam supports...