...G E AUSTIN; BAA © Thomas Telford and ICE 1991 BRITISH AIRPORTS SERVICES BRITISH AIRPORTS AUTHORITY BAA RUNWAYS RESURFACING AIRPORTS TAXIWAYS OVERLAYS ASPHALT CONCRETE PAVEMENTS SURFACES REHABILITATION THICK MULTILAYER CRACKING SPECIFICATIONS MATERIALS REFLECTIVE...

...BP HUGHES; AT MAHMOOD; J SPRINGFIELD 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 Limited...

...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...

... blocks of eight flats. The compressibility and consolidation characteristics of the peat deposit were determined from a series of single increment vertical consolidation tests on 250 mm dia. by 80 mm thick undisturbed samples, the increments being maintained for up to 18 months to define the long-term...

... vector of incremental radialand tangential strains incremental radial and tangential mid-plane strains vector of stress derivativesof the Von Mises yield function plate thickness incremental radialand tangential mid-plane curvatures vector of incremental radialand tangential stress couples incremental...

... DIVERSION EMBANKMENTS FORMATION FLIGHT STRIP LAYERS MARL BOULDER CLAY BOULDER CLAYS GRITSTONE DRAINAGE THICK CONCRETE UNREINFORCED BRIDGES CHANNELS WEIRS STILLING PONDS AIRCRAFT BEDS ARRESTERS LOCALISERS AREAS INSTRUMENTS LANDINGS SYSTEMS PLANNING DESIGN MANCHESTER RIVER...

...GJ TURVEY; RD MINDLIN; HUBER MISES LANCASTER UNIVERSITY LATERAL SUPPORTS THICK EQUATIONS DEFLECTION THREE PLATE ASPECT COMPUTERS ANALYSIS LOADS RECTANGULAR TWO DIMENSIONAL DIMENSIONLESS THICKNESS RATIOS SOLUTIONS PROGRAMS YIELD SIMPLE PLATES EQUILIBRIUM FORMS CENTRE...

... FAILURES WEBS METHODS THEORY YIELD LINE THICK © Thomas Telford and ICE 1979 Proc. Instn Civ. Engrs, Part 2, 1979, 67, Mar., 155-175 8199 A mechanismsolution for predicting the collapse loads of slender plate girders whensubjected t o in-plane patch loading T. M. ROBERTS, BSC. PhD. MICE* K. c...

...E HINTON; JD DAVIES; A RAZZAQUE; OC ZIENKIEWICZ © Thomas Telford and ICE 1975 SWANSEA UNIVERSITY WALES UNIVERSITY ATKINS RESEARCH AND DEVELOPMENT SIMPLE PLATES CELLULAR BENDING THICKNESS SHEAR ELEMENTS PROBLEMS BRIDGES INTEGRATION SQUARE CONVERGENCE MULTI CELL FINITE...

...OC ZEINKIEWICZ; JJM TOO; FOURIER © Thomas Telford and ICE 1972 WALES UNIVERSITY SWANSEA FINITE BOX SIMPLE SERIES STUDIES CONSTANT TWO DIMENSIONAL CONCRETE PRISMS BRIDGES SUPPORTS FINITE ELEMENTS THREE DIMENSIONAL CURVED ENERGY LOADS THICK EXPANSION STRUCTURES...

...N W B CLARKE; A I PAPADOPOULOS; A R YOUNG; B SATYANARAYANA © Thomas Telford and ICE 1967 R H CUTHBERTSON BINNIE LOADS VALLEYS BENDING PLANE DEFLECTION THIN CONDUITS FILL STRESS MOMENTS PIPES EMBANKMENTS BURIED HOOP LONGITUDINAL THICK Discussion on Paper No. 6941...

... CREEP SHRINKAGE INSTRUMENTS INSTRUMENTATION COEFFICIENTS SUBGRADE RESTRAINT THICK REINFORCED EXPERIMENTS LAYOUT JOINTS TECHNIQUES METHODS VARIATIONS STRESS STRAIN GAUGES PERFORMANCE WINTHORPE NOTTINGHAMSHIRE UK For discussion at an Ordinary Meetine an Tuesday, 18 April...