...T P WILLIAMS; J C MILES; C J MOORE © Thomas Telford and ICE 1999 CARDIFF UNIVERSITY HIGHWAYS AGENCY NEW JERSEY TRANSPORTATION DEPARTMENT HIGHWAYS ROADS PROJECTS BIDS COMPETITION COSTS ESCALATION PREDICTION ECONOMICS FINANCE CONSTRUCTION LOGARITHMS LINEAR MODELS...

...C WRIGHT; ROBERG ORENSTEIN; P; P R ORENSTEIN © Thomas Telford and ICE 1999 MIDDLESEX UNIVERSITY BELLCORE TRAFFIC JAMS CONGESTION CONTROL MODELS SIMPLE PROPAGATION MANAGEMENT MODELLING NETWORKS GRIDS IDEALISED IDEALISATION FORMATION GRIDLOCK DISPERSION GATING...

... BACKFILL FILL TUNNELLING CONCRETE REINFORCED BOX CUT AND COVER LONDON CLAY CELLS TWIN GROUND DEFORMATION LOADING LOADS STIFFNESS ELASTIC SOLUTIONS FLAC FAST LANGRANGIAN MEMBERS FORCES DEFLECTION PORTAL MODELS CROSS SECTIONS BENDING LONGITUDINAL ROADS HIGHWAYS STRUCTURES...

...W C H LAM; R Y C FUNG; S C WONG; C O TONG © Thomas Telford and ICE 1998 LLA CONSULTANCY GOVERNEMENT OF HONG KONG SAR HONG KONG UNIVERSITY OVE ARUP PARKING DEMAND STUDIES ROADS TRAFFIC TRANSPORT MANAGEMENT PLANNING SURVEYS MODELS SPACE AVAILABILITY MODAL CHOICE CARS...

...H M ALGIN; J KNAPTON © Thomas Telford and ICE 1998 NEWCASTLE UPON TYNE UNIVERSITY PAVEMENTS PERFORMANCE PAVERS INTERLOCKING RESEARCH ROADS SURFACES MATERIALS TRAFFIC LOADING LOADS BEHAVIOUR STRUCTURAL MECHANICS PROPERTIES AXISYMMETRICAL FINITE ELEMENTS MODELS DESIGN...

... and classifying new data. Keywords: roads & highways; pavement design; mathematical modelling Introduction Skid resistance is the retarding force generated by the interaction between a pavement and a tyre under locked non-rotating conditions. Skid resistance is a very dicult parameter to estimate. The tyre...

...J M BARLING; BAA © Thomas Telford and ICE 1997 BAA BRITISH AIRPORTS AUTHORITY PAVEMENTS CONCRETE AIRPORTS RIGID DESIGN DEVELOPMENT CONSTRUCTION WEIGHT AIRCRAFT LAYERS STRUCTURAL COMPUTERS MODELLING RESEARCH MATERIALS ECONOMICS PROPERTIES PERFORMANCE MIXES COSTS...

... in different wind conditions at various stages of construction. The opportunity was also taken to develop and test a remote computer vision displacement measurement system. The actual behaviour was compared with predictions from wind tunnel tests and from a finite element model. Following problems with cable...

...J A LAMAN; A S NOWAK © Thomas Telford and ICE 1997 PENNSYLVANIA STATE UNIVERSITY MICHIGAN UNIVERSITY BRIDGES ROADS TRUCKS LOADS SITE SPECIFIC VEHICLES LIVE MEASUREMENT WEIGHTING SYSTEMS WEIGHT DATA HIGHWAYS AXLES DISTRIBUTION MODELS HGV HEAVY GOODS LORRIES WIM...

...H E M HUNT; WINKLER RAILWAYS TRACK SETTLEMENT BRIDGES ABUTMENTS TRAINS AXLES LOADS GEOMETRY FOUNDATIONS STIFFNESS MODELLING VEHICLES MODELS METHODS PROCEDURE CALCULATIONS DESIGN SLEEPERS PERMANENT WAY Settlement of railway track near bridge abutments H. E. M. Hunt Proc...

... of this, appropriate models and data requirements can be identified. Finally, computer requirements can be specified to support these requirements. It is noted that this approach is the opposite to that adopted for the implementation of many road management systems in the past: approaches have tended to specify...

... evaluated. The rheological properties of mixtures were measured and the stress-strain relationships in model pavements were analysed. Mixtures with high viscosity had high strength, a high modulus, low compliance and a low rate of deformation, and consequently had high deformation resistance to wheel load...

...J T DUFFELL; J K PAN © Thomas Telford and ICE 1996 HERTFORDSHIRE UNIVERSITY ROADS MINOR DETERIORATION CAUSES MAINTENANCE SURVEYS METHODS MANUAL MEASUREMENT PROFILES SKIDS SKIDDING RESISTANCE DEFLECTION SAFETY TREATMENT REMEDIAL TESTS MACHINERY MANAGEMENT MODELS...

... discussion closes I 6January 1997 The design and analysis of rail track LR55 track model systems requires a knowledge ostfress 3. The track model used here to calculate and displacementsdue to the combined the deflection profileof the LR55 components action of the applied loads and environ- assumes...

...D HALDEN; TRL © Thomas Telford and ICE 1996 TRANSPORT RESEARCH LABORATORY TRL TRANSPORT POLICIES DEVELOPMENT MANAGING UNCERTAINTY MANAGEMENT OBJECTIVES DEMAND INFRASTRUCTURE MODELLING TECHNIQUES MODELS METHODS TRAVEL BEHAVIOUR PATTERNS STRATEGIC APPRAISAL...

... ANCILLARY DESTRUCTIVE DATA INTERPRETATION MODELS DEFECTS CRACKING RUTTING TEMPERATURE MOISTURE CONTENT ROAD PAVEMENT CONDITION ASSESSMENT 6. Some work has been done to rectify this, 10. As a consequence, a logical for example, the reports by Ritchieet al. and explanation is added...

...A W SMYTH © Thomas Telford and ICE 1996 ULSTER UNIVERSITY RAILWAYS PLANNING NATIONAL JOINT HIGH SPEED INVESTMENT STRATEGIES DEVELOPMENT PASSENGERS FREIGHT INFRASTRUCTURE NETWORKS SYSTEMS MANAGEMENT METHODS STUDIES ECONOMICS COSTS SERVICES DEMAND FORECASTS MODELS...

... PROGRAMS CAPACITY MASONRY ARCHES FAILURES BULGING SPANDRELS FATIGUE MECHANISMS SOFTWARE MODELS TESTS DISCUSSION Proc. Instn Civ. Engrs Tramp., 1995, 111, Nov., 314-317 Rail Panel Paper 10273 Developments in the analysis, testing and damage assessmenotf railway bridges C. Lemmon and P...

...J G HUNT; A H K AL NEAMI; A H K A NEAMI © Thomas Telford and ICE 1995 WALES UNIVERSITY COLLEGE CARDIFF ROADS JUNCTIONS SIGNALS CONTROL PEDESTRIANS FACILITIES EFFECTIVENESS SAFETY CROSSINGS TRAFFIC VEHICLES BEHAVIOUR SIMULATION PROGRAMS MODELLING PRACTICE MODELS...

... PASSENGERS DEMAND UNDERGROUND RAILWAYS COMPUTERS SIMULATION MODELS STATIONS DISTRIBUTION FORECASTS BENEFITS ESTIMATING INTERNATIONAL COMMUTERS EVACUATION LONDON ASHFORD UK JAPAN analysis Proc. Insfn Ciu. Engrs Tramp., 1995,111, May, 149-159 P. P. Cunningham and D. A . Cullen...