... MECHANISATION INSTALLATION MAINTENANCE RAPID TRANSIT AXLES RAILS BASES PLATES ASSEMBLY LIGHT Proc. Instn Ciu. Engrs, Part 1, 1991, 90, Oct., 963-974 PAPER 9658 RAILWAY PANEL Trackwork for lightweight railways C . F. BONNETT, FICE, FIStructE* The Paper sets outthefactors that need to be taken...

... PRESTRESSED DECKS PRESTRESSING REINFORCEMENT PIERS SEGMENTS BASES ABUTMENTS RIVER DEE WALES NEWBRIDGE CLWYD UK Proc. Instn Ciu. Engrs, Part 1, 1991, 90, Apr., 259-280 PAPER 9721 STRUCTURBAULILDAINNDG BOARD River Dee Viaduct: construction C. G. THOMAS, MA(Oxon), MICE* S . D. BOURNE...

... CONTRACTS ENVIRONMENT CORAL CLIENTS TENDERS PEOPLE INDIGENOUS POPULATION POLITICS STORMS DAMAGE WAVES LAGOONS CONSTRUCTION SEABEES ISLANDS AWARDS TARGET BIDS COMPETITION SUBCONTRACTORS QUALITY COMPLETION TIME SAVINGS BASES COURSES AIRFIELDS RUNWAYS TAXIWAYS PARKING APRONS...

...MIA BALAH; ME BRAMLEY; CIRIA © Thomas Telford and ICE 1989 SUEZ CANAL UNIVERSITY CIRIA BASINS STILLING DESIGN STANDARD MEDIUM HEAD VORTICES VORTEX SHAFTS DROP LAYOUT BASES HYDRAULIC MODELS STUDIES SIMILITUDE WASTEWATER STANDARDISATION COUNTRIES DEVELOPING SYSTEMS...

...J D O KEEFFE; E J O BRIEN © Thomas Telford and ICE 1988 UNIVERSITY COLLEGE GALWAY DESIGN OPTIMAL MULTIBAY RECTANGULAR FRAMES PLASTIC SINGLE STOREY COLUMNS BASES ENCASTRE METHODS LINEAR ALGEBRAIC PROGRAMMING MINIMUM WEIGHT CHARTS PARAMETERS VALUE LOADS SOLUTIONS...

... deposits, the construction and testing of a trial aircraft pavement, and the results of investigations into the existing runways. It is concluded that coral materials on Tarawa are capableof forming excellent base courses, andthat defectsin the existing runway are the resulot f overload in relationto...

...DI BLOCKLEY; JR HENDERSON; FRISP; PROLOG WEST MIDLANDS UK Proc. Instn Ciu.Engrs, Part 1,1988,84, June, 539-564 9294 GROUP ENGINEERING GROUND Knowledge base for risk andcost benefit analysis of limestone mines in the West Midlands D. I. BLOCKLEY, BEng, PhD, MICE, FIStructE* J. R...

...AS ADEDIMILA; DO OTI © Thomas Telford and ICE 1987 LAGOS UNIVERSITY FEDERAL MINISTRY OF WORKS & HOUSING OWERRI NIGERIA ROADS BASES MATERIALS BITUMEN LATERITE EXPERIMENTS STABILISATION CALIFORNIA CBR BEARING RATIOS ASPHALT TESTS COLD HOT MIX CONSTRUCTION...

... or an elastic continuum, and it is shown how interaction with the structure may result in considerable amplification of the bending moments at the base of the wall and the edge of the raft. Practical applications of the theory are outlined for a concrete storage tank and acylindrical core for a building...

...S ALIM; J MUNRO; PROLOG; MICROPROLOG Proc. Instn Ciu. Engrs, Part 2, 1987,83,Mar., 1-14 PAPER 8970 ENGINEERING MANAGEMENT GROUP PROLOG-based expert systemisn civil engineering S . ALIM, BSc, MSc, PhD* J. MUNRO, BSc, PhD, FICEt The Paper discusses the potential development of expert systems...

...JA HEMSLEY © Thomas Telford and ICE 1987 OVE ARUP ELASTIC THIN CYLINDRICAL SHELLS LOADS THEORY ENDS WALLS DESIGN STRUCTURES STATIC APPLIED BEHAVIOUR DISTORTION BASES CYLINDERS EQUATIONS ANALYSIS UNRESTRAINED RADIAL MOMENTS PRESSURE ENCASTRE UNIFORM...

... MODELLING CONTINUUM INTERACTION SERVICEABILITY FLEXURAL REINFORCEMENT SITES ECONOMICS STRUCTURAL INTEGRITY CORES BASES Proc. Instn Ciu. Engrs, Part 1, 1986,80, Aug., 1013-1038 9078 GROUND ENGINEERING GROUP Design of a flexible raft foundetionof irregular shape J. A. HOOPER, MEng, PhD, DIC...

... WATER SUPPLY COSTS RECREATION STRENGTH LEISURE MANAGEMENT CONTRACTS DESIGN SEEPAGE BASES FAILURES CONSTRUCTION FOUNDATIONS INVESTIGATIONS MARLSTONE RIPRAP FARMERS GEOLOGY LANDSCAPE SLOPES EMBANKMENTS GEOTECHNICS DIVERSION TUNNELS SAND DRAINS EMPINGHAM UK Proc...

... PARAMETERS TEMPERATURE BASES THICKNESS Proc. Instn Cio. Engrs, Part 2, 1986,81,June, 293-295 DISCUSSION ON PAPER 8834 The analytical design of bituminous pavements S. F. Brown, J. M. Brunton andA. F. Stock Mr D. J. Gregg, Middlesex Polytechnic For the purpose of setting equitable taxation charges...

...BR ELLIS; BRE © Thomas Telford and ICE 1986 BUILDING RESEARCH ESTABLISHMENT BRE DYNAMICS SOILS STRUCTURES INTERACTION BUILDINGS TALL ESTIMATES EFFECT QUANTITATIVE TESTS VIBRATIONS METHODS BASES STIFFNESS DATA THEORY EXPERIMENTAL EXPERIMENTS FREQUENCIES LIBRARIES...

...J KNAPTON; DC GRAY; G BELL; JM BRUNTON; SF BROWN; JW BULL; AA LILLEY; GR WOODMAN © Thomas Telford and ICE 1986 DESIGN STRUCTURAL HEAVY INDUSTRIAL PAVEMENTS WHEELS BLOCKS METHODS THICKNESS VEHICLES LOADS STRAIN BASES ANALYSIS PRECAST CONCRETE STRENGTH RIGID LEAN MANUALS...

... be resolifvaedsliding base device is suitablyincorporatedbetweenthebaseoftheinfilledframeandthefoundation. In this Paper,emphasisisplaced on the improved dynamic behaviour of the infilledframe that results when the frame is mounted on a sliding base. Because the inelastic stiffness of the sliding base during...

... PRESSURE RESPONSES WATER DRAINAGE BLANKETS BASES GEOLOGY INSTABILITY LANDSLIPS DESIGN SEPARATION MEMBRANES STABILITY ANALYSIS MOVEMENT LONDON CLAY SLOPES MOTORWAYS M25 EARTHWORKS PERMEABILITY FOUNDATIONS DAMS LAYERS SILT PIEZOMETERS CLAYS SLIP RAILWAYS MATERIALS CONTRACTS...

...GB SINCLAIR; FG BARTON; LJ KENNEDY; RS COLQUHOUN © Thomas Telford and ICE 1985 AIRFIELDS WAR MATS SURFACES MINES CLEARANCE RUNWAYS LOADS OVERSLABBING UPGRADING TRANSFERENCE MILITARY ENGINEERING AIRCRAFT SURFACING PREFABRICATED ALUMINIUM BASES PRESTRESSED AM2...

...CB PAGET; SB ERIKSEN © Thomas Telford and ICE 1985 SCOTT WILSON KIRKPATRICK & PARTNERS DESIGN CONSTRUCTION ROADS DESERTS ACCESS ROUTES DEVELOPING COUNTRIES SURVEYS SOILS SUBGRADE EVALUATION COMPACTION PAVEMENTS THICKNESS COURSES SAND BITUMEN BASES PRIMING...