... to the tensile cracking capacity of the concrete section, the reinforcement could not force the concrete to crack in a dispersed manner of fine crack widths. Such an approach required a reinforcement ratio of the order of 0.7%. The method appears to have been successful except where temperature gradient effects...

... FINE BAGHDAD IRAQ MIDDLE EAST Proc. Instn Ciu. Engrs, Part 1, 1986,80, Oct.,1251-1266 8946 STRUCTGURROAULPENGINEERING Construction practice for a large raft foundation in Baghdad N. TANAKA* This Paper deals with various construction aspecotfsa large reinforced concrete raft found- ation...

...V A P HARRIS; L S HITCH; J M JOWETT; TRRL BITUMEN STABILISATION SAND FINE CONSTRUCTION COUNTRIES DEVELOPING ROADS BASES MATERIALS SOILS COHESIONLESS SOIL PROPERTIES BINDERS PROPERTIES INVESTIGATIONS PREPRODUCTION TRIALS AEOLIAN MIX DESIGN STANDARDS SUBGRADE LABORATORIES...

...PA MANTZ; BAGNOLD SEMI EMPIRICAL CORRELATION COARSE COHESIONLESS FINE FLOW TRANSPORT SEDIMENTS LABORATORIES EXPERIMENTS WATER SILICA EQUILIBRIUM DEVELOPMENT HYDRAULIC RESISTANCE GRADES DATA SOLIDS CONDITIONS DEPTH VELOCITY FLUMES STREAMPOWER THEORY BEDS LOADS FRICTION...

... in thefield from slightlyto highly weathered on theQJEG weathering gradescale,4 by the ASTMC88 soundness test usingfive cycles of sodium sulphate. An averavgaelue for theBS 812 10% fines test isgiven for rocks in the range slightly to moderately weathered. 32. Following geological practice the axial...

...JO JACKSON; J OMO IYOHA © Thomas Telford and ICE 1979 OBI OBEMBE ASSOCIATES NIGERIA FOUNDATIONS CLAYEY ULTIMATE PONDING RAIN GROUNDWATER LOOSE SHEAR COHESIVE SOILS FAILURES IRON BEARING SLAKING WATER LOW FINE SOAKED FLOW COHESION SAND REDUCTION CAPACITY...

...RT JENKYN; HA JANSSEN; MA REIMBERT © Thomas Telford and ICE 1978 CONSULTEC LTD ONTARIO DESIGN DRY ESTIMATES LOADS FINE MATERIALS SILOS HEIGHT CALCULATIONS GRANULAR CIRCULAR GRAINED PRESSURE LARGE NON COHESIVE FORMULAE AERATION ECCENTRICITY Proc. ImrN Civ. Engrs...

... COALFIELDS LIQUEFACTION SHEAR FILL TAILINGS DESIGN DISCARDS ACTS SPOIL FAILURES TESTS MATERIALS STRENGTH SHALE COAL WASTE DEPOSITS TIPS MINES SLIDES LAGOONS PROPERTIES RESEARCH MINING FINE LABORATORIES ABERFAN SOUTH WALES UK DISCUSSION Colliery spoil tips-after...

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

...EW BENNETT; BC COLLINGS © Thomas Telford and ICE 1969 LEEDS UNIVERSITY HIGH CONCRETE FINE EARLY AGE MODULUS CURING EARLY PORTLAND TECHNOLOGY TENSILE WORKABILITY SHRINKAGE STRENGTH CEMENT DEVELOPMENT ELASTICITY STEAM CREEP TECHNICAL NOTE 10 for written discussion...

...B P HUGHES; R GREGORY; H GREEN © Thomas Telford and ICE 1968 BIRMINGHAM UNIVERSITY IMPACT PENDULUMS EFFECT PROPORTIONS WATER FINE UNIAXIAL SPLITTING STRENGTH BALLISTICS VARIATIONS RATIOS CONTENT AGGREGATES STATIC MODES RELATIONS CONCRETE TESTS MIX CEMENT COARSE...

...F J T KESTNER; HRS Paper No. 6494 SHORT-TERM CHANGES M THE DISTRIBUTION OF FINE SEDIMENT3 IN ESTUARIES A field investigation in Morecambe Bay and the River Lune Friedrich Julius "heodor Kestner, B.Sc., A.M.I.C.E. Principal Scientific Officer, Hydraulics Research Station, Department of Scientific...

...B P HUGHES © Thomas Telford and ICE 1960 BIRMINGHAM UNIVERSITY JOHN LAING RATIONAL CONCRETE DESIGN MIXES RESEARCH MIX COARSE FINE AGGREGATES RELATIONS CUBES CRUSHING STRENGTH WORKABILITY CONSTITUENTS CHARACTERISTICS EXPRESSIONS MATERIALS FUNCTIONS GRADING...