Last updated 6/06/2013
TECHNICAL AND RESEARCH REPORTS
List of sectors
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D
D 101 - Braking and acceleration forces on bridges and interaction between track/nand structures
D 105 - Noise abatement on bridges
D 115 - Distribution of axle loads on ballasted slab bridges
D 117 - Optimum adaptation of the conventional track to future traffic
D 120 - Development of heavy rail-profiles
D 121 - Unification of the geometry of points and crossings with rails of 60 kg/m/npermitting high speeds on the diverging track
D 123 - Investigation of bridge decks with concrete encased girders
D 128 - Statistical distribution of axle loads and stresses in railway bridges
D 130 - Fatigue phenomema in welded connections of bridges and cranes
D 141 - Effect on the track of raising the axle load from 20 to 22 t
D 144 - Updating of technical specifications for the supply of rails
D 147 - Adaptation of marshalling yards for taking wagons with wheelbase of more/nthan 14 m
D 148 - Means for improving rails
D 150 - Development of apparatus for measuring the longitudinal forces in rails/nlaid in the track
D 151 - Vibration transmitted through the ground
D 154 - Stresses and strength of longitudinal girders and cross girders of bridges
D 154.1 - Stresses and strength of orthotropic decks
D 156 - Possibilities of improving the service characteristics of rails by metal-/nlurgical means
D 160 - Permissible deflection of bridges
D 161 - Dynamic vehicle/track interaction phenomena, from the point of view of/ntrack maintenance
D 161.1 - Dynamic effects of 22.5 t axle loads on the track
D 170 - Track component dimensions./nstandardization of characteristics and acceptance tests
D 173 - Rolling contact fatigue
D 181 - Lateral forces on railway bridges
D 182 - Unified assessment criteria for ballast quality and methods for assessing/nthe ballast condition in the track
D 183 - Stresses and strength of reinforced and prestressed concrete decks on/nrailway bridges
D 184 - Improved durability of switches and crossings subjected to increased/nspeeds and axle loads
D 185 - Reduction in corrugation of rails
D 187 - Decision support system for permanent way maintenance and renewal
D 189 - Loading due to dynamic pressure and suction from railway traffic
D 190 - Permissible deflection of steel and composite bridges for/nvelocities v > 160 km/h
D 191 - Fatigue life of an orthotropic deck with open ribs of rolled steel
D 192 - Loading diagram to be taken into consideration for the calculation of/nrail-carrying structures on lines used by international services
D 202 - Improved knowledge of forces in cwr track (including switches)
D 214 - Rail bridges for speeds > 200 km/h
D 214.2 - Use of universal trains for the dynamic design of railway bridges
D 216 - Fatigue in concrete rail way bridges
D 22 - Technical and economical study of tested types of concrete sleepers
D 221 - Theoretical determination of partial and combination factors
D 229 - Rail defect management
D 23 - Determination of dynamic forces in bridges
D 230.1 - Bridge ends
D 251 - Switches and crossings management system:/necoswitch
D 27 - Determination of the most economic weight of rails
D 32 - Determination of principles to be applied for the fishplates of uic-rails
D 40 - Problem of the weeding of tracks
D 45 - Quality of rails and means of guaranteeing it
D 60 - Application of rubber for bridge supporting plates
D 71 - Stresses in the rails, the ballast and in the formation resulting from/ntraffic loads
D 72 - Guiding principles for the design of points & crossings (uic 54 and uic 60/nrail profiles)
D 74 - Continuous measurement and control of the speed of wagons shunted over/nhumps
D 81 - Special rail profile for tunnels
D 86 - Bending tests of structures consisting of two beams welded at right angles
D 87 - Unconventional tracks
D 88 - Study of rail faults in the track
D 90 - Problems of high strength bolted connections in steel construction
D 91 - Study of a lighter brake slipper
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