... PROCESS PRODUCTION PLACING CURING PLANT ENVIRONMENT COARSE CEMENT PROPERTIES WATER MORTAR CONTENT IRRIGATION SAHARA BREGA SARIR LIBYA AFRICA Proc. fnstn Ciu. Engrs, Part 1, 1991, 90, Aug., 881-919 PAPER 9750 STRUCTURBAULILDAINNDG BOARD The Libyan Great Man-Made River Project...

...C ARYA; J B NEWMAN © Thomas Telford and ICE 1990 SOUTH BANK POLYTECHNIC IMPERIAL COLLEGE PROBLEMS PREDICTION RISKS CORROSION STEEL CHLORIDE CONCRETE CONTAMINATED CONTAMINATION REINFORCING METHODS CONTENT THRESHOLD IONS PORE SOLUTIONS MIX PARAMETERS MEASUREMENT...

... CONCENTRATION CONTENT SILICA SAMPLING SCANNING INVESTIGATIONS CEMENT ASH TESTS PROPERTIES STRENGTH PERMEABILITY PROFILES INGRESS REACTIONS ELECTRONS MICROSCOPY Proc. Instn Ciu.Engrs, Part 1,1989,86, Dec., 11 11-1128 9504 STRUCTGURROAULPENGINEERING An investigationof conventional ordinary...

... AGRICULTURE SOILS CODES PRACTICE CONTENT METALS INJECTION METHODS EUROPE UK Proc. Instn Ciu. Engrs, Part 1,1989,86, Aug., 84S844 EMWNEGAEIDTNEAIENRYEHGRAILNFG Sewage sludge disposatlo agricultural land after the European Commission Directive GROUP Introducers R. C. RAMSAY, FICE? R. D. DAVIS...

... be exaggerated because the number of academic Year Fig. 1 . Frequency of reference to chloride attackon reinforcement Fig. 2. Frequency of reference to the eflect of C3A content on chloride corrosion of reinforcement 335 SIMM AND FOOKES Marine E 12 -0 8 n z5 4 Brldgedecks Lm]General - 1964 1968 1972 Year Fig. 3...

... PERFORMANCE AGGREGATES CONTENT ADMIXTURES BINDERS REDUCTION PROBLEMS METHODS WORKABILITY Proc. Instn Civ. Engrs, Part 2, 1989,87, Mar., 147-153 DISCUSSION ON PAPER 9322 STRUCTURAENLGINEERINGGROUP Portland-pulverized fuel ash concretes: water demand,28 day strength, mix design and strength...

... MONITORING LONG TERM TESTS INVESTIGATIONS PROBLEMS TECHNICAL ENVIRONMENTAL ENVIRONMENT SITE INVESTIGATION MASS ACCESS CRACKING VISUAL MOVEMENT DISPLACEMENT MAPPING NON DESTRUCTIVE DISCOLORATION SURFACE POP OUTS DEPOSITS MIX PETROGRAPHIC CONTENT PETROGRAPHY STRENGTH STIFFNESS DAMAGE...

... chalcedony vein material in the local coarse aggregates and the high alkali content of the imported cement. Remedial works to the worst affected monoliths were undertakenandaprogramme of monitoring and further studies was developed to ensure the future safety of the dam. This programme has continued since...

.... Chemical and electrochemical criteria of backfill to be used with galvanized steel Site Saturated state resistivity: nm Maximum content: ppm pH C1- I so:- 1030 DURABILITY OF REINFORCEDEARTHSTRUCTURES 5. In this discussion, the overall results gathered on galvanized steel and more specifically those...

...AW BULLETT; JH WALE © Thomas Telford and ICE 1986 ROADS CHALK SITE INVESTIGATION PROPERTIES PHYSICAL CLASSIFICATION EARTHWORKS SPECIFICATIONS TESTS PERFORMANCE COMPACTION SATURATION MOISTURE CONTENT CRUSHING PLANT CONTRACTS BUILDING CONSTRUCTION KENT UK...

...NJ GARDNER; CIRIA © Thomas Telford and ICE 1986 OTTAWA UNIVERSITY CIRIA FLY ASH LITERATURE LATERAL FRESH STRUCTURES DESIGN ENVELOPES VERTICAL FREE CONCRETE PRESSURE FORMWORK HYDROSTATICS LIMITING VALUE DENSITY SLUMP SLAG ASH CONTENT ADMIXTURES POURS RATE...

... SAFETY MONITORING SOILS TERRAM SOIL STRUCTURE LOADS DYNAMICS MOISTURE CONTENT FACTORS STRESS SHEAR STRAIN TECHNIQUES COSTS HIGHWAYS INSTRUMENTATION HILL HALL IVY CHIMNEYS THORPE MARSH CHINGFORD UK Proc. Instn Ciu. Engrs, Part 1, 1985,78, Oct., 121 1-1235 DISCUSS8IO70N5...

... BORING WATER CLAYS STRENGTH INSTABILITY PORE PRESSURE CONTENT STRESS DRAINAGE SAFETY FACTORS SHEAR JOINT VENTURES CORES MATERIALS SELECTION TESTS LABORATORIES SHOULDERS MONITORING SOILS PIEZOMETERS METHODS MEASUREMENT MOVEMENT GROUNDWATER CONTRACTORS KIELDER...

... content is all flyash and it can be assumed that the concrete has no strength. Consequently, thereare now two limiting conditionsto a possible threedimensional model rather than a two-dimensional relationshiIpf .the strengthof a concrete is related to the flyash/cementitious ratio for a given water...

...; followed by longer lengths at Grantham in 1961:9 all had a steel content below0.5% 7. In 1972 a group of UK engineersvisitedthe USA and Belgium to collect information and assess the likely viability of CRCP in the UK. They concluded' that CRCP was a practicable form of construction, although unlikely...

...MRH DUNSTAN; CIRIA © Thomas Telford and ICE 1983 MALCOLM DUNSTAN CIRIA CONCRETE CONTENT HIGH DEVELOPMENT FLY ASH DAMS METHODS CONSTRUCTION ROLLER COMPACTED ROLLERS COMPACTION COMPACTED SEPARATION CEMENT STRENGTH COMPRESSIVE STRUCTURAL TRIALS MIX LABORATORIES...

...R N SAINSBURY; S J I SHIPP TOWERS BANKS CONSTRUCTION METHODS INNOVATION FOUNDATIONS RAFTS PROBLEMS REINFORCEMENT CONTENT CONCRETE SUPERREINFORCED PLINTHS WALLS CORES CANTILEVER REINFORCED STOREYS SUPPORTS SYSTEMS TEMPORARY LEVELS TECHNIQUES INTERNAL SLIPFORMING...

...IH HAMDANI; DW GREEN; I ALI; G RAMAKRISHNA; SRI RAVINDRARAJAH © Thomas Telford and ICE 1983 METHODS CONCRETE MIX PROPORTIONS DESIGN VOLUME SAND ANALYSIS CEMENT MORTAR COARSE PASTES WATER CONTENT EQUATIONS VOIDS WORKABILITY AIR ENTRAINED MATHEMATICS MODULUS Proc...

... INVESTIGATIONS PREPRODUCTION TRIALS AEOLIAN MIX DESIGN STANDARDS SUBGRADE LABORATORIES MIXING FLUIDS SURFACING FIELD SPREADING COMPACTION PRODUCTION LAYING WATER STABILITY EFFECT CONTENT HARDENING PERFORMANCE BAIOMORI GASHUA NIGERIA AFRICA Proc. Instn Ciu. Engrs, Part 1...

... DATA EXPERIMENTAL VOLUME VOIDS THEORY CONDUCTION TESTS INSTRUMENTATION CONTENT ELECTRODES Proc. Instn Ciu. Engrs, Part 2,1983,75, Mar., 123-127 TECHNICAL NOTE 358 Electrical resistivity characteristics of air-entrained concrete W. J. McCARTER, BSc, PhD* c.M. FORDE, BEng, MSc, PhD,MIMunE...