...W G MATHIESON; T PATERSON; A C J BAKER; A N JAMES © Thomas Telford and ICE 1991 THAMES WATER THREE VALLEYS WATER COMMITEE COLNE VALLEY WATER COMPANY RICKMANSWORTH & UXBRIDGE VALLEY TUNNELS RESERVOIRS WATER SILICATES GROUTS SECONDARY CHEMICAL GROUTING GROUND...

... SERVICEABILITY CORRELATION SOIL STRUCTURE PARTITIONING OFFICES BUILDINGS PROJECTS MODELLING MEASUREMENT CALCULATIONS IN SITU BEHAVIOUR RETROSPECTIVE FLEXURE SECONDARY PLANE STRAIN HALF SPACE MODELS LONDON STOTHARD PLACE SALISBURY SQ BRITANNIC HOUSE CITY OF LONDON UK Proc...

... for preliminary and detailed design. 60. ThePREPAK program developed within Ove Arup & Partnerstreats secondary moments as part of the loading: its role is limited to analysis. This program produces diagrams of the range of top and bottomfibre stresses along the structure. The designer uses his/her judgement...

... secondary moments, while one placed at e would give rise to sagging secondary moments. Under those circumstances, a concordant line of thrust between empxand emincan exist. Paper published:Proc. Instn Ciu. Engrs, Part 2,1988,85, Mar., 161-184. 737 DISCUSSION 88. Mr Low raises the possibility that upper...

...AM CHANDLER; GL HUTCHINSON © Thomas Telford and ICE 1988 UNIVERSITY COLLEGE LONDON MELBOURNE UNIVERSITY DESIGN TORSIONAL SECONDARY EARTHQUAKES PROVISIONS BUILDING CODES EVALUATION STRUCTURES TORQUE STRUCTURAL ELEMENTS CODES STIFFNESS TIME HISTORY ANALYSIS RESPONSES...

... PLACEMENT TESTING UNITS TESTS MARINE WORKS RORO ROLL ON ROLL OFF BERTHING BARGES LANDING STAGES STAGES LANDING HYDRAULICS MODELS CREST LEVELS DRAINAGE OVERTOPPING ROCKS SECONDARY ARMOUR HEARTING COFFERDAMS HEAVY LOADS FACILITIES QUARRIES WAVES LAYERS FILTERS PRECAST LANDWARD...

... DESIGN SECONDARY SUBSIDIARY PNEUMATIC STATIONS CONTRACTS CONDITIONS MAINS COSTS CAIRO ZENEIN EGYPT AFRICA MIDDLE EAST CAMP DRESSER & MCKEE INC AMBRIC JOHN TAYLOR & SONS FIDIC Proc. Instn Ciu.Engrs, Part 1, 1985,78, Aug., 765-784 8924 PAPER GROUP Greater Cairo...

... SECONDARY TREATMENT FILLING COMMISSIONING YIELD ESTIMATING RECREATION SEEPAGE EMPINGHAM RUTLAND EAST MIDLANDS NENE WELLAND VALLEY WELLAND NENE VALLEY WANSFORD WING NORTHAMPTON UK Proc. Instn Civ. Engrs, Part 1,1985,78, Apr., 219-246 8827 GROUMPANAEGNEGMINENEETRING...

... INLETS BREAKWATERS GRADIENTS STRENGTH SECONDARY CIRCULATION WATER SIMULATION FLOODING EBB DRYING SHALLOW BOUNDARIES CONDITIONS FLOW EQUATIONS HYDRODYNAMICS FINITE DIFFERENCE PORT TALBOT WALES UK Proc. Instn Civ. Engrs, Part 2, 1985,79, Mar.,33-53...

... secondary compression behaviour. The tests indicated that the primary consolidation of the peat stratum would be complete after a perioodf 1 4years. As the age of the properties ranges from 13-27 yearsc,urrent settlementswill bedue solely to secondary compression of the peat. Settlement analyses were...

...GA HUNTING; RC SKELTON; JH ARMSTRING © Thomas Telford and ICE 1981 TECHNICAL COUNTRIES SCHOOLS PROGRAMMES STAFF MANPOWER EDUCATION DEVELOPING SECONDARY AID TECHNOLOGY INDUSTRIAL TRAINING VOCATIONAL SPECIALIST DEVELOPMENT COURSES Proc. Instn Ciu. Engrs, Part 1,1981,70,Aug...

...BE CLARK © Thomas Telford and ICE 1981 SHEAR POST TENSIONED SECONDARY ULTIMATE MOMENTS FLAT BENDING LIMIT STATE TRANSFER SLABS TOTAL Proc. Instn Civ. Engrs, Part 1, 1981, 70, Feb. Corrigenda CLARKB. E. Shear and moment transfer in post-tensioned flat slabs. Proc. Instn Civ...

...K ARVIDSSON INTERACTION COUPLED SHEAR WALLS FRAMES METHODS ANALYSIS CONTINUOUS CONNECTIONS TECHNIQUES INDETERMINABILITY STATIC SYSTEMS DIFFERENTIAL EQUATIONS SOLUTIONS SECONDARY DESIGN EFFECT COLUMNS ELASTIC FOUNDATIONS SHORTENING CONDITIONS UNIFORM DISTRIBUTION...

... into thebasement to within controllable limits at times of exceptional flood. Thecurtain is formed byuse of two different grouts injected successively in two separate phases by the tube-a-manchette method. The primary grout was a cement-bentonite mixture, with theaddition of a deflocculating agent. The secondary...

...PH JOHN; FA JOHNSON; TM PRUS CHACINSKI; P SUTCLIFFE © Thomas Telford and ICE 1979 C H DOBBIE INTEGRATING DISCHARGES EFFECT FLOW COMPONENTS FLOATS MEASUREMENT SECONDARY PULSATING ACCURACY METHODS RIVERS CURRENTS GAUGING Proc. lnstn Civ. Engrs, Part 2, 1979, 67, Mar...

... SECONDARY HORIZONTAL FLEXURAL REINFORCEMENT CRACKING REINFORCED MEMBERS WIDTH NON LINEAR EXPERIMENTS CURVES LOADS VERTICAL LONG SHAPE Proc. Instn Ciu. Engrs, Part 2, 1978, 65, Mar., 53-70 8074 An analyticalinvestigation of cracking in concentric and eccentric reinforced concrete tension...

...DWC RODDA; PM STEPHENSON © Thomas Telford and ICE 1977 WATER HYDROLOGY ARCHIVES SECONDARY WATER RESOURCES INFORMATION DATA COLLECTION SYSTEMS QUALITY PRIMARY WATER AUTHORITIES Proc. Instn Cio. Engrs, Part 1. 197, 62, Feb., 149-151 HYDROLOGICAL GROUP INFORMAL DISCUSSION Water...

...JP RIGBY; D RENNIE; TRRL JOURNEYS SURVEYS SECONDARY MODELLING CHILDREN TRAVEL RESEARCH SCHOOLS TRANSPORT EDUCATION LEEDS UK Proc. Insin Ch. Engrs, Part 1, 1976, 60,Feb., 179-1 82 INFORMAL DISCUSSION Journeys to school introduced by J. P. Rigby, reported by D. Rennie...

... were the expected traffic flows on the tertiary and secondary roads estimated? There appearsto be very little hard evidence available on the traffic generating effects of new road constructions in developing countries. Detailed observations of traffic in Kenya have indicated that flows on feeder roads...

...CT MORLEY; S RAJENDRAN © Thomas Telford and ICE 1975 CAMBRIDGE UNIVERSITY SINGAPORE UNIVERSITY STRENGTH REINFORCED PLASTIC MATERIALS COLLAPSE BENDING SHEAR SECONDARY FAILURES METHODS BEAMS SIMPLIFIED EFFECTIVE CONCRETE THEORY DESIGN LIMIT STATE MOMENTS FORCES...