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Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 91 (4): 795–821.
Published: 01 December 1991
...K H M ALI; K GEORGIADIS LAMINAR MOTION FLUIDS MUD EXPERIMENTS FLOW FORMATION CONDITIONS CONCENTRATION CHANNELS SLOPES MEASUREMENT VELOCITY THICKNESS ELEVATIONS DENSITY SEDIMENTS ANALYSIS PREDICTION THEORY MOVEMENT LABORATORIES APPARATUS INSTRUMENTATION LAYERS BEDS...
Journal Articles
Proceedings of the Institution of Civil Engineers (1990) 89 (2): 225–239.
Published: 01 June 1990
... CYLINDERS STRENGTH THICKNESS RIGID SUPPORTS TESTS CAPACITY CONTACT MOMENTUM PENETRATION DEPTH FAILURES CRUSHING BEHAVIOUR DISSIPATION INSTRUMENTATION STATIC h o c . Instn Civ.Engrs, Part 2,1990,89, June, 225-239 PAPER 9538 STRUCTURAL ENGGRINOEUEPRING Polystyrene aggregate concrete...
Journal Articles
Proceedings of the Institution of Civil Engineers (1990) 88 (1): 155–164.
Published: 01 February 1990
... SETTLEMENT GEOMEMBRANES CLAYS CORES SCHLEGEL SHEETING UPSTREAM IMPERMEABLE ROCKS THICKNESS SEEPAGE PIEZOMETERS KONTAGORA ISANLU NIGERIA AFRICA Proc. Instn Ciu. Engrs, Part 1,1990,88,155-164 9259 and 9398 DISCUSSION WATER ENGINEERING GROUP Kontagora and Isanlu Dams, Nigeria N. S. M...
Journal Articles
Proceedings of the Institution of Civil Engineers (1989) 87 (3): 317–341.
Published: 01 September 1989
...AW IRWIN; TP MAY © Thomas Telford and ICE 1989 HERIOT WATT UNIVERSITY SIR WILLIAM HALCROW DESIGN WELDS DISTORTION FABRICATED BEAMS TESTS WELDED WELDING METHODS SIZE TEMPERATURE CONDITIONS PLATES THICKNESS ASSEMBLY PREDICTION EXPERIMENTS ANALYSIS PROCEDURE WEBS...
Journal Articles
Proceedings of the Institution of Civil Engineers (1989) 87 (2): 289–298.
Published: 01 June 1989
... TRANSVERSE VERTICAL LINEAR RATE HALF WIDTH RICHARDSON NUMBERS THICKNESS NOZZLES Proc. Instn Civ.Engrs, Part 2,1989,87, June, 289-298 TECNHONTICEAL 514 WATER ENGINGEREROIUNPG Circular turbulent denser wajlelts N. RAJARATNAM, BE, MSc,PhD* S. SOLANKI, BSc? This Technical Note presents the results...
Journal Articles
Proceedings of the Institution of Civil Engineers (1989) 87 (2): 299–305.
Published: 01 June 1989
... THICKNESS ASYMPTOTIC Proc. lnstn Ciu. Engrs, Part 2,1989,87, June, 299-305 TECHNNOITCEAL 523 WATER ENGINGEERROIUNPG Low Reynolds number circular turbulentjets N. RAJARATNAM, BE, MSc,PhD* L. FLINT-PETERSEN, BSc, MEngt This Technical Note presents the results of an experimental (photographic) study...
Journal Articles
Proceedings of the Institution of Civil Engineers (1989) 86 (2): 305–331.
Published: 01 April 1989
... CONTROL LIMITS STANDARDS TESTS SIMULATION ALLOYS LABORATORIES PREDICTION ELECTROCHEMISTRY MECHANISMS EXPERIMENTS DESIGN PRACTICE ANALYSIS WEIGHT LOSS CUBES STRENGTH REINFORCEMENT CARBONATION CRACKING DEVELOPMENT THICKNESS CORROSIVE ATTACK BARS ANNUAL RATES BUILDING...
Journal Articles
Proceedings of the Institution of Civil Engineers (1988) 84 (5): 875–894.
Published: 01 October 1988
... LAYERS GROUTS CUT OFF BARS APRONS BLANKETS THICKNESS SHEET UPSTREAM EXCAVATION BEDROCK LAYING WELDING SITE INVESTIGATION MEMBRANES PLASTIC GROUTING SEALING SEEPAGE WATER SUPPLY SUPPLY MONITORING FILL COUNTRIES DEVELOPING ROCKS ISANLU NIGERIA AFRICA Proc. Instn G o...
Journal Articles
Proceedings of the Institution of Civil Engineers (1988) 84 (5): 1029–1057.
Published: 01 October 1988
... as a function of thickness loss is also addressed, and a relation- ship between these two phenomeinsaderived. Notation A ordinate at first year b width of strip (always large compared with thickness) e0 nominal thickness e, sacrificial thickness Ae loss in thickness K coefficient of corrosion heterogeneity n...
Journal Articles
Journal Articles
Proceedings of the Institution of Civil Engineers (1988) 84 (3): 475–495.
Published: 01 June 1988
... METHODS BEAMS INUNDATION PITS IN SITU CBR DENSITY CALIFORNIA BEARING RATIOS DYNAMICS CONES PENETROMETERS LAYERS THICKNESS SUBGRADE TRAFFIC TARAWA SOUTH PACIFIC KIRIBATI © Thomas Telford and ICE 1988 Proc. Insm Ciu. Engrs, Part 1,1988,84, June, 475495 9099...
Journal Articles
Journal Articles
Proceedings of the Institution of Civil Engineers (1987) 82 (5): 949–979.
Published: 01 October 1987
... ENVIRONMENTAL FORCES LEGS FIXED LINEAR JACKETS TESTING ROTATION GEOMETRY MATERIALS DEFLECTION CAPACITY COMPUTERS NON LINEAR MEMBERS THICKNESS PLATING ENVIRONMENT EKOFISK NORTH SEA Proc. Instn Ciu.Engrs, Part 1, 1987,82, Oct., 949-979 9199 MAGRRIOTIUMPE ENGINEERING Ekofisk platform 2...
Journal Articles
Proceedings of the Institution of Civil Engineers (1987) 82 (5): 1051–1053.
Published: 01 October 1987
... ARMOURING PAINT THICKNESS BAYS EROSION DESIGN ANAEROBIC BACTERIA SEA EMBANKMENTS DEFENCES BREAKWATERS PILES TUBULAR INTERNAL RUSTING CARMARTHEN BAY WALES MOUNTBATTEN PLYMOUTH Proc. Instn Ciu. Engrs, Part 1, 1987,82, Oct., 1051-1053 INFORMAL DISCMUSASRIOITNIME ENGINEGERROINUGP...
Journal Articles
Proceedings of the Institution of Civil Engineers (1987) 83 (2): 397–407.
Published: 01 June 1987
...JM TOWNSON Proc. Instn Civ. Engrs, Part 2, 1987,83, June, 397407 PAPER 9154 GERNOGUINP EWERAITNEGR A lower bound for the thickness of revetment blocks An estimate is made of the response of a Facing block, Free to rotate aboutits lower edge, to simple harmonic pressure variation in a Free-flowing...
Journal Articles
Proceedings of the Institution of Civil Engineers (1987) 82 (1): 77–96.
Published: 01 February 1987
... FOUNDATIONS LOCATION LAYOUT PAVEMENTS THICKNESS JETS GRANULAR SUBBASE CONCRETE QUALITY DRY ASPHALT LEAN MARSHALL ROADS SURFACE WATER DRAINAGE SUPPLY WATER SUPPLY SEWERAGE SEWAGE TREATMENT FUEL NAVIGATION CLADDING COMPUTERS CAD AIDS AIDED TECHNIQUES DRAFTING PREFABRICATION...
Journal Articles
Proceedings of the Institution of Civil Engineers (1987) 82 (1): 153–168.
Published: 01 February 1987
... COST EFFECTIVE STUDIES FEASIBILITY DESIGN ALTERNATIVE MODELLING WORKS COMPUTERS MODELS DECKS ERECTION CYCLES THICKNESS IN SITU BRIDGEWORKS ROADS A1 COQUET FELTON NORTHUMBERLAND UK Proc. Instn Ciu. Engrs, Part 1, 1987,82, Feb., 153-168 9060 ENGINEESRTIRNUGCTURAL GROUP...
Journal Articles
Proceedings of the Institution of Civil Engineers (1986) 81 (4): 721–725.
Published: 01 December 1986
...J SZLENDAK; J BRODKA; JA PACKER © Thomas Telford and ICE 1986 STRENGTHENING RECTANGULAR MOMENTS HOLLOW SECTIONS BEHAVIOUR LOADS CONNECTIONS BENDING IN PLANE CHORDS JOINTS STRENGTH STIFFENING THICKNESS STRESS YIELD WALLS WELDING Proc. Instn Cio. Engrs, Part 2...
Journal Articles
Proceedings of the Institution of Civil Engineers (1986) 80 (5): 1233–1249.
Published: 01 October 1986
...JB RIDDELL © Thomas Telford and ICE 1986 SCOTRAIL GLASGOW TUNNELS STRENGTHENING WORKS GROUND WEAK PARTIAL CONCRETE SLABS FAILURES GEOLOGY INVESTIGATIONS SILT CHAINAGES BURIED VALLEYS THICKNESS WALLS LININGS PILES MONITORING SYSTEMS STITCH MEASUREMENT MOVEMENT...
Journal Articles
Proceedings of the Institution of Civil Engineers (1986) 81 (2): 297–299.
Published: 01 June 1986
... to a division of the flanges in proportion to the web thicknesses. In fact, any method that divides the top andbottom flanges in similar proportions willgive coincident neutral axes, because the web itself contributes relatively little to the inertia. It was found, for instance, that the neutralaxes...

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