...S F BROWN; C J BROWN PAVEMENTS MANHOLES INSTALLATIONS STRUCTURAL CHARACTERISTICS DESIGN ROADS HIGHWAYS RESEARCH DEVELOPMENT ASPHALT SURFACES SURFACING STIFFNESS VERTICAL STRESS LOADS VEHICLES FAILURES MATERIALS EXPERIMENTS IN SITU BEHAVIOUR FWD FALLING WEIGHT...

...I T BYRNE; M M O MAHONY; B M BRODERICK; W D E O SULLIVAN TRAVEL DECISIONS IN CAR FEEDBACK CARS OWNERS COSTS TRIPS RESEARCH METERS MOTORISTS BEHAVIOUR DRIVING TRANSPORT TRAFFIC PROJECTS VEHICLES FUEL MANAGEMENT PLANNING RUNNING EXPERIMENTS METHODS SURVEYS TIME DISTANCE...

...G MAYCOCK; P BROCKLEBANK; R HALL; TRL © Thomas Telford and ICE 1999 TRANSPORT RESEARCH LABORATORY TRL THORBURN COLQUHOUN TRANSPORTATION SOUTHAMPTON UNIVERSITY HIGHWAYS Road layout design standards and driver behaviour Proc. Instn Civ. Engrs Transp., 1999, 135, Aug., 115 ± 122 G...

... CARS VEHICLES REGULATION LIMITS ROADS SAFETY ENFORCEMENT COMPLIANCE MOTORISTS DRIVERS BEHAVIOUR CRASHES TRANSPORT MANAGEMENT HIGHWAYS HAZARDS RISKS CASE STUDIES DISTANCE SUBURBAN BENDS MEASUREMENT PASSENGERS GOODS INSTALLATION EFFECT HOLLAND ROAD SINGAPORE ASIA ...

...D J FRENCH © Thomas Telford and ICE 1998 W S ATKINS KENT COUNTY COUNCIL SOILS STRUCTURES INTERACTION ANALYSIS TUNNELS ADVANCED NUMERICAL FINITE ELEMENTS FINITE DIFFERENCE METHODS COMPUTERS COSTS SAVINGS WORKS PERMANENT A299 RESEARCH BEHAVIOUR PLASTICITY CLAYS...

...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...

...S S J MOY; N M TEDSTONE; LWSR © Thomas Telford and ICE 1998 SOUTHAMPTON UNIVERSITY RAILTRACK LONDON & SOUTH WESTERN RAILWAY LSWR BRIDGES RAILWAYS LATTICE GIRDERS WEBS HISTORY STRUCTURES ANALYSIS STRUCTURAL STRESS FINITE ELEMENTS LOADS PATH RESPONSES BEHAVIOUR...

... PROPERTIES REINFORCED ELASTIC STIFFNESS LOADS DEFORMATION CHARACTERISTICS POST CRACKING BEHAVIOUR MATERIALS THICKNESS HIGHWAYS CONCRETE TECHNOLOGY MANUFACTURE Steel fibre reinforcement in cement bound bases Proc. Instn Civ. Engrs Transp., 1998, 129, Feb., 34 ± 43 M. A. Shahid, BSc, MSc, PhD...

... use of the private car. Many authorities were now adopting a balanced approach to resolving the conflicts between different users of the highway. The Department of Transport had commissioned a number of research projects to understand the problems faced by pedestrians, and their resultant behaviour...

... 248 Paper 11483 Written discussion closes 15 April 1998 s During construction and for the first year of operation of the Second Severn Crossing, the dynamic response of the cablestayed section of the structure was monitored. This gave valuable insight into the dynamic behaviour of cable-stayed bridges...

... to investigate the behaviour of unbound roads subjected to heavy wheel loads using low tyre inflation pressures. It is hoped that the research will aid in the development of procedures for the design of unbound roads used by vehicles equipped with central tyre inflation (CTI) systems. Full scale trafficking...

... designed with great skill to minimize whole life cost; the other wheel tracks will have been over-designed. Dynamic behaviour of the vehicle: lateral effects 3. The dynamic behaviour of a vehicle trav- elling along a section of road is complex due to the characteristics of the road, tyres and suspension...

...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...

...S F BROWN; BITUTEST MATERIALS BITUMINOUS PROPERTIES MECHANICAL TESTS PROCEDURE PRACTICAL PAVING MEASUREMENT ASPHALT TESTERS PAVEMENTS CONSTRUCTION RESEARCH PROJECTS UNIVERSITIES BEHAVIOUR ELASTIC STIFFNESS INDIRECT TENSILE FATIGUE STRENGTH PERMANENT DEFORMATION...

...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...

.... Elasto-plastic behaviour implies that permanent deformation takes place with every load repetition, although traffic loading normally induces stresses well below the failure stress of the material as defined bythe Mohr–Coulomb failure envelope. In the development of design a method for granular layers...

... to be undertaken. Hitherto, most work had concentrated on what might be called the ‘street scene’. London Underground Limited wanted to extend and modify, where appropriate, the understanding of pedestrian behaviour. This would enable them to build computer models that reflected more accurately the behaviour...