... as reinforced demolished concrete debris can be crushed using existing plant to provide RCA of physical properties that satisfy the current BS 882 requirements. The density of both ®ne and coarse RCA was found to be lower than that of natural aggregate (NA) and water absorption was three to six times higher...

... LASERS DEFECTS STRUCTURES TILES WORKS TEMPORARY PINNACLES STABILITY ASSESSMENT PROJECTS WATER WASHING ABRASIVE DECORATION ORNAMENTATION GILDING TOWERS BUILDINGS HISTORIC PALACE OF WESTMINSTER LONDON PARLIAMENT UK External restoration of stonework and cast iron roofs...

... DAMAGE REINFORCEMENT CHLORIDE INGRESS WATER DIFFUSION GAS REPELLENTS SILICON Protective qualities of surface treatments for concrete P. A. M. Basheer, BSc(Eng), MSc(Eng), PhD, and A. E. Long, PhD, DSc, FEng, FICE, FIStructE s Surface treatments are used as part of either a maintenance...

... FURNACES SLAG MICROSILICA METAKAOLIN WATER BINDERS RATIOS CURING INITIAL INFILTRATION MOVEMENT DISTRIBUTION MOISTURE ELECTRICAL MONITORING TECHNIQUES METHODS CUMULATIVE VOLUMETRIC GAIN PERMEATION PROPERTIES DURABILITY REINFORCED TESTS REWETTING MEASUREMENT SPECIMENS CONDITIONING...

... currently available, i.e. front sealed, drained and ventilated, and pressure equalized. The last two use the rain screen principle. Front-sealed systems exclude all water at the outer seal. Drained and ventilated systems are similar but provide a drainage path for any water that does enter the system...

...B N SHARP © Thomas Telford and ICE 1996 SIR WILLIAM HALCROW CONCRETE STRUCTURES MARITIME REINFORCED PRESTRESSED WORKS SEA HISTORY MARINE PERFORMANCE WATER DURABILITY CONSTRUCTION JETTIES PILES QUAYS SCREWCRETE HARBOURS DOCKS DRY PORTS OFFSHORE LIGHTHOUSES...

...M D JOHNS; G F NORMAN; L J SMITH GROUTING POSITIVE APPROACHES PRESTRESSING TENDONS VIADUCTS GROUTS WATER CEMENT RATIOS ADMIXTURES TEMPERATURE BLEED SHRINKAGE FLOW DISCONTINUOUS INTERNAL DUCTS SEGMENTAL STRUCTURES ROADS LINK SPANS SUPERSTRUCTURES PRECAST UNITS HIGHWAYS...

...W J MCCARTER; P PUYRIGAUD Water content assessmenot f fresh concrete h o c . lnsln Civ. Engrs Slrucls & B/dgs. 1995,110, Nov., 417-425 W.J , McCarter, BSc, Phd, CEng, MICE, and P. Puyrigaud,DipEng (Lyon) H Compliance testing of concrete forms an integral part oaf n overall quality control strategy...

...S G MILLARD; C THOMAS BRIDGES PIERS SCOUR ASSESSMENT IMPULSES RADAR RIVERS LAKES BEDS ELECTRICAL PROPERTIES LABORATORIES MEASUREMENT TRANSMISSION WATER MUD SILT SIGNALS THEORY HOLES LINES CASE STUDIES COMPUTERS MODELLING MODELS SWIMMING POOLS FIELD SUBSURFACE...

...M RAOOF; I KRAINCANIC © Thomas Telford and ICE 1994 LOUGHBOROUGH TECHNOLOGY UNIVERSITY SOUTH BANK UNIVERSITY OFFSHORE WATER DEEP DEEP WATER AXIAL TORSIONAL COUPLING SHEATHS SPIRAL STRANDS PLATFORMS CABLES STIFFNESS COEFFICIENTS STRUCTURES STEEL MOORINGS THEORY...

...P A M BASHEER; F R MONTGOMERY; A E LONG; BS 5532 © Thomas Telford and ICE 1994 QUEENS UNIVERSITY BELFAST CONCRETE DURABILITY RESEARCH FACTORIAL EXPERIMENTAL DESIGN MIX VARIABLES INGREDIENTS AGGREGATES RATIOS CEMENT CONTENT TORTUOSITY FLOW PATH PERMEABILITY WATER...

... IMPERFECTIONS CIRCUMFERENTIAL DEFORMATION BUCKLING STABILITY FINITE ELEMENTS WIND LOADS WATER REINFORCED CONCRETE WEST BURTON RATCLIFFE UK Structural deficienciesof natural draught cooling towersat UK power stations Part 2: surveying and structural appraisal R. A . Pope, BSc(Eng...

... shellformwork unit, to ensure that the surfacliees within 40 mm of the theoretical profile. In fact, additional readingson the primary forms andon water cooling towers, Part4 . Structural design of cooling towers. BSI, London,1975, BS 4485: Part 4. 6. ARMITI J.Wind loading on cooling towersJ. . Struct. Diu. Am...

...J R STONER; P G FOOKES; J H MACKINTOSH; A J WOODFORD; W J F RAY © Thomas Telford and ICE 1992 SIR ALEXANDER GIBB G MAUNSELL MAN MADE RIVERS PROJECTS ARTIFICIAL PIPELINES WATER CONCRETE PIPES DESIGN METHODS JOINTS WATER SUPPLY COUNTRIES DEVELOPING DESERTS IRRIGATION...

...M A M HERZOG © Thomas Telford and ICE 1992 AUSTRIA EUROPE RAPID PRELIMINARY ANALYSIS ARCHES DAMS MODIFIED TANKS THEORY EDGES PERTURBATION SIMPLIFIED METHODS STATIC BEHAVIOUR PREDICTION SHELLS THEORY LOADING DEAD WEIGHT WATER PRESSURE CONCRETE SHRINKAGE...

...M RAOOF; Y P HUANG; YU PING HUANG © Thomas Telford and ICE 1992 SOUTH BANK UNIVERSITY SIMPLE METHODS ESTIMATING SHEATHS SPIRAL STRANDS BENDING CHARACTERISTICS PLANE SECTIONS STIFFNESS FREE HYDROSTATICS PRESSURE CABLES DEEPWATER WATER DEPTH HYSTERESIS ENERGY...