| ID | Topic* | Abstract title | Country |
|---|---|---|---|
| 246 | RPV | PAVEMENT MAINTENANCE PROGRAMMING CONSIDERING THREE OBJECTIVES: MINIMIZATION OF MAINTENANCE AND REHABILITATION COSTS, MINIMIZATION OF USER COSTS AND MAXIMIZATION OF THE RESIDUAL VALUE OF PAVEMENTS |  |
| 247 | RPV | APPLICATION OF THE MEPDG TO THE PAVEMENT STRUCTURES OF THE PORTUGUESE MANUAL | |
| 250 | STM | CONSIDERATIONS REGARDING THE POSITION OF STRUCTURAL MONITORING IN THE INVESTMENT ACTIVITY IN THE CASE OF BRIDGES, CASE STUDY INCHEON BRIDGE, SEOUL, SOUTH KOREA |  |
| 251 | IPR | TOWARDS MAXIMIZATION OF THE ADDED VALUE OF STRATEGIC INFRASTRUCTURE PROJECTS IN SOUTH EAST EUROPE THROUGH IMPROVEMENTS AT BORDER CROSSING POINTS |  |
| 252 | RPV | LABORATORY AND FIELD EXPERIENCE WITH PMMA/ATH COMPOSITE DUST IN ASPHALT MIXTURES |  |
| 253 | RTS | DESIGN OF RAILWAY TRACKBEDS WITH GEOCELLS |  |
| 254 | IPR | RAILWAY M201, SECTION KRIŽEVCI–KOPRIVNICA–STATE BORDER – UPGRADE AND CONSTRUCTION OF SECOND TRACK |   |
| 255 | IPR | ADRIATIC HIGHWAY (B8), SECTION MATULJI-UČKA – UPGRADE OF THE EXISTING SECTION–ANĐELI INTERCHANGE | |
| 258 | TGT | STABILISATION OF FORMER TRUNK ROAD EMBANKMENT USING COMBINED STRUCTURAL AND ECO-ENGINEERING STRATEGIES |  |
| 259 | RPV | INFLUENCE OF TIRE PRESSURE ON THE VERTICAL DYNAMIC LOAD APPLIED ON THE PAVEMENT BY A TRUCK’S FRONT SUSPENSION. |  |
| 260 | STM | BRIDGE EVALUATION USING METROLOGY METHODS FOR SHORT- AND LONG-TERM MEASUREMENTS |  |
| 262 | TSA | RELATION BETWEEN SPEED INCONSISTENCY AND DRIVING SAFETY ON CROATIAN STATE ROADS | |
| 263 | RPV | EFFECT OF AGEING ON ROAD BITUMEN MODIFIED WITH ETHYLENE VINYL ACETATE POLYMER | |
| 264 | RPV | NEW SOLUTIONS FOR STREETS PAVEMENT DISTRESS REHABILITATION |  |
| 265 | TAB | NATM OR ADECO-RS? |  |
| 266 | RPV | PERFORMANCE OF PAVEMENT STRUCTURES LOADED BY PERMANENT STATIC AND IMPACT LOADING | |
| 267 | IPR | RAILWAY INVESTMENT PLANNING USING DYNAMIC PRIORITIES |  |
| 268 | CTS | OPTIMISATION OF RAILWAY OPERATION BY APPLICATION OF KRONECKER ALGEBRA |  |
| 269 | RPV | NEW WAY OF MAINTENANCE OF LOW-VOLUME ROADS IN LITHUANIA | |
| 270 | UTR | ASSESSMENT OF THE DEMAND FOR BICYCLE PARKING INFRASTRUCTURE IN VIENNA | |
| 271 | CAM | SUBSOIL STONE FORESTS AND OTHER KARST PHENOMENA DISCOVERED DURING THE CONSTRUCTION OF THE MOTORWAY SECTION IN SE SLOVENIA | |
| 272 | TAB | LABORATORY TESTS OF SFRC TUNNEL SEGMENTS | |
| 273 | INT | STORE&GO: NEW BAGGAGE STORAGE ROBOTS FOR INNOVATIVE PASSENGER SERVICES | |
| 274 | UTR | TEN YEARS OF BIKE-SHARING IN VIENNA - AN EXPLORATION INTO SUBJECTIVE USER CHOICES | |
| 275 | IMA | EXPERIMENTAL SECTIONS IN THE HUNGARIAN ROAD MANAGEMENT |  |
| 278 | CTS | TRACK-STRUCTURE INTERACTION ANALYSIS USING FE MODELLING TECHNIQUES | |
| 279 | TSA | THE NEED FOR SAFER AND FORGIVING ROADS | |
| 280 | UTR | TEACHING ETHICS TO TRANSPORT ENGINEERS – THE RATIONALE BEHIND AND PRACTICE AT VIENNA UNIV. OF TECHNOLOGY | |
| 281 | RPV | INFLUENCE OF THE ENERGY COMPACTION ON PROPERTIES OF THE ASPHALT LAYERS | |
| 282 | CTS | MOVING LOAD EFFECT ON BRIDGES |  |
| 283 | IPR | INVESTMENT PLAN FOR BAR-BOLJARE MOTORWAY |  |
| 284 | UTR | BICYCLE TRAFFIC IN THE CITY OF OSIJEK | |
| 285 | RPV | ENVIRONMENT PROTECTION BY USING NEW TECHNOLOGIES FOR ASPHALT MIXTURES | |
| 286 | IMA | REDUCING COST OF INFRASTRUCTURE WORKS USING NEW TECHNOLOGIES | |
| 287 | RPV | LABORATORY STUDIES REGARDING CRUMB RUBBER ASPHALT MIXTURE PERFORMANCE | |
| 288 | RPV | POLYMER MODIFFIED BITUMEN INFLUENCE ON ASPHALT MIXTURES BEHAVIOR | |
| 289 | TGT | POSSIBLE AFFECTS OF EUROCODE 7 OVER DESIGNING SLOPES AT ROADS AND RAILWAYS |  |
| 290 | UTR | INNOVATIVE APPROACHES OF PROMOTING NON-MOTORIZED TRANSPORT IN CITIES | |
| 291 | ITR | MICROSCOPIC SIMULATION OF RAILWAY OPERATION FOR DEVELOPING INTEGRATED TIMETABLES | |
| 292 | UTR | STUDENT BICYCLE SHARING SYSTEM IN ZAGREB – STUDOCIKL | |
| 293 | RPV | THE INFLUENCE OF SEA WATER ON PROMENADE PAVEMENT | |
| 294 | ITR | A METAHEURISTIC APPROACH FOR INTEGRATED TIMETABLE BASED DESIGN OF RAILWAY INFRASTRUCTURE | |
| 295 | TSA | RECORDING AND EVALUATION PROCEDURE OF DRIVERS’ DISTRACTION IN ACCORDANCE WITH DRIVER’S CHARACTERISTICS IN HIGH SPEED ARTERIALS | |
| 296 | UTR | THE IMPLEMENTATION OF REGULATION 1370/2007. OPPORTUNITIES AND THREATS FOR THE GREEK PUBLIC TRANSPORT SERVICES | |
| 297 | TGT | COMPARISON OF TWO APPROACHES TO CYCLIC CBR LABORATORY TESTS FOR LOW VOLUME ROADS | |
| 299 | TPM | THE USE OF DIFFERENT METHODOLOGIES FOR SATURATION HEADWAYS AND SATURATION FLOW RATES AT SIGNALIZED INTERSECTIONS | |
| 300 | INT | REQUIREMENTS ON FUTURE RAILWAY INTERIORS | |
| 303 | TGT | APPLICATION OF INDUSTRIAL WASTE MATERIALS IN SUSTAINABLE GROUND IMPROVEMENT | |
| 305 | TGT | SURVEYING METHODS IN ROCKFALL PROTECTION | |
| 306 | INT | PUBTRANS4ALL – ACCESSIBLE BOARDING INTO OLDER COACHES | |
| 307 | CAM | ACTIVITY OF RECLAIMED ASPHALT BITUMEN IN COLD-RECYCLED MIXES | |
| 308 | RPV | SURVEYS ON THE BEHAVIOUR OF COATED MACADAM PREPARED WITH HARD BITUMEN | |
| 309 | RPV | ANALYSIS OF THE SETTLEMENT OF BRIDGE-APPROACH USING FINITE ELEMENT METHOD | |
| 310 | UTR | PUBLIC PARTICIPATION FOR SUCCESSFUL TRAFFIC AND TRANSPORT PLANNING | |
| 311 | TPM | IMPACT OF NEW BUILT ROUNDABOUTS ON ENVIRONMENTAL, TRAFFIC | |
| 313 | STM | EVALUATION AND MANAGEMENT OF SEISMIC ENDANGERMENT OF RING ROAD THESSALONIKI | |
| 314 | TSA | AN APPROACH TO ASSESSING DRIVER’S BEHAVIOUR AT ROUNDABOUTS |   |
| 316 | IPR | A FULL SCALE TEST STUDY ON BEHAVIORAL CHARACTERISTICS OF TRACK ROADBED ACCORDING TO STEEL PIPE PRESS-IN EXCAVATION DURING CONSTRUCTION OF UNDERGROUND RAILWAY CROSSING |  |
| 319 | ITR | REGIONAL TRAFFIC: TIMETABLE-BASED LONG-TERM INFRASTRUCTURE DEVELOPMENT | |
| 320 | RPV | EFFECTS OF A CHEMICAL WMA ADDITIVE ON AGING CHARACTERISTICS OF BITUMINOUS MIXTURES |  |
| 321 | RPV | CONSIDERATION REGARDING ASPHALT MIXTURES IN ROAD PAVEMENT AND AIRPORT PAVEMENT | |
| 322 | IMA | ROAD NETWORK MANAGEMENT IN THE EUROPEAN COUNTRIES | |
| 323 | TSA | IS AN IMAGE 100 WORDS? THE IMPACT OF ADVERTISEMENT ON DRIVERS' ATTITUDINAL AND BEHAVIOURAL CHANGE | |
| 324 | CAM | IMPORTANCE OF TEMPORARY TRAFFIC REGULATION DURING CONSTRUCTION OR RECONSTRUCTION OF ROADS | |
| 325 | TPM | COMPARATIVE STUDIES REGARDING TRAFFIC FLOW IMPROVEMENT SCENARIOS USING SOFTWARE MODELLING AND REAL MEASURED DATA | |
| 326 | TPM | MODERN TOOLS FOR PLANNING, MODELLING AND FORECAST OF TRANSPORT DEMAND | |
| 327 | TPM | TRANSPORT DEMAND MODELLING FOR NATIONAL PARK MAVROVO | |
| 328 | CAM | OPTIMIZATION OF GEOTECHNICAL INVESTIGATION WORKS DURING THE RECONSTRUCTION OF THE TRANSITION ZONES ON THE OLD RAILWAY LINES | |
| 329 | TPM | IMPACTS OF THE CONSTRUCTION OF THE PLANNED BUSINESS AND RESIDENTIAL ZONE ON THE ROAD NETWORK OF THE CITY OF MOSTAR |  |
| 330 | NAV | VIBRATION PROBLEMS AT SWITCHES | |
| 331 | TAB | APPLICATION OF NEURAL NETWORKS IN ANALYZING OF ROCK MASS PARAMETERS IN TUNNELING | |
| 332 | RPV | ASSESSMENT OF AN APPROPRIATE MODIFIER CONTENT IN MODIFIED BITUMEN BASED ON MULTIPLE STRESS CREEP RECOVERY TEST | |
| 333 | RPV | INDIRECT TENSILE TEST OF ASPHALT MIXTURE STIFFNESS MODULUS | |
| 334 | UTR | THE IMPACT OF PUBLIC TRANSPORT PERFORMANCE IMPROVEMENTS ON SUSTAINABLE URBAN MOBILITY – AN EXAMPLE OF THE CITY OF ZAGREB | |
| 335 | RPV | URBAN PAVEMENT SURFACES HEATING – INFLUENCING PARAMETERS | |
| 336 | RPV | IMPACT OF HIGH PROCESS TEMPERATURE ON VISCOELASTIC PROPERTIES OF POLYMER MODIFIED ASPHALT INSULATIONS AND BRIDGE PAVEMENTS | |
| 337 | VDN | OPTIMIZATION OF FREIGHT WAGONS FLEET OF REPUBLIC OF BULGARIA |  |
| 338 | INT | BURIED FLEXIBLE CORRUGATED STEEL STRUCTURES -MODERN TECHNOLOGY IN CONSTRUCTION OF WILDLIFE CROSSINGS | |
| 339 | TSA | ANALYSIS OF BICYCLIST BEHAVIOR ON LEVEL CROSSINGS | |
| 341 | CAM | EUROPEAN EXISTING RAILWAY TRACKS: OVERVIEW OF TYPICAL PROBLEMS AND CHALLENGES |   |
| 342 | NAV | COMPARISON OF DYNAMIC BEHAVIOR OF THE CROSSINGS | |
| 343 | IPR | TRAFFIC-CONSTRUCTIONAL ASPECTS FOR BUILDING OF BYPASS AROUND NIS IN CORRIDOR X | |
| 344 | IPR | REHABILITATION OF RAILWAY LINES ŠAMAC-SARAJEVO AND SARAJEVO-PLOČE | |
| 345 | TAB | REHABILITATION OF STEEL RAILWAY BRIDGES BY IMPLEMENTATION OF UHPFRC DECK | |
| 347 | IPR | CONSTRUCTION OF A NEW REGIONAL ROAD FROM CITY OF ZAGREB BORDER – ŠČITARJEVO – BUKEVJE – VELEŠEVEC – TO BORDER SISAK – MOSLAVINA COUNTY | |
| 350 | VDN | APPROACHES TO SOLVE THE PROBLEM OF A PASSIVE SAFETY OF PASSENGER WAGONS | |
| 351 | CAM | ROLLING CONTACT FATIGUE ON THE TRAMWAY’S RAIL | |
| 353 | CTS | WELL-TO-WHEEL ENERGY COMPARISON OF US AND EUROPEAN RAIL FREIGHT | |
| 355 | RPV | EFFECTS OF CLIMATIC FACTORS ON THE SHAPE OF DEFLECTION BOWL | |
| 356 | UTR | EVALUATION OF THE VARIABLE MESSAGE SIGNS (VMS) SYSTEM IN THE CENTRAL AREA OF THESSALONIKI FROM THE USER POINT OF VIEW | |
| 357 | IMA | MODEL OF RAILWAY RESTRUCTURING OF BOSNIA AND HERZEGOVINA | |
| 358 | UTR | NEW INDICATORS FOR NEW INFRASTRUCTURE | |
| 359 | TPM | THE EFFECTS OF FORECASTS ON THE LEVEL OF MOTORIZATION – A SELF-FULFILLING PROPHECY? | |
| 360 | TSA | LEVEL CROSSINGS GEO-REFERENCED DATA ON HŽ-INFRASTRUCTURE NETWORK | |
| 361 | TSA | FACTORS INFLUENCING DRIVER’S BEHAVIOUR AT INTERSECTIONS CROSSED BY THE TRAM | |
| 362 | TGT | APPLICATION OF PREFABRICATED VERTICAL DRAIN IN SOIL CONSOLIDATION | |
| 363 | TSA | HOMOGENIZATION OF SPEED ON SECONDARY AND LOCAL ROADS IN THE FLANDERS REGION: AN EXPLORATORY STUDY MAKING USE OF A TRAFFIC SIGNS DATABASE |  |
| 364 | RPV | ASPHLAT MIXTURE SHEAR PROPERTIES | |
| 365 | UTR | TESTING A MIXTURE MODEL FOR THE ANALYSIS OF DEPARTURE TIME DECISION OF URBAN RAILWAY TRAVELERS |  |
| 366 | IMA | NONDESTRUCTIVE TESTING USING GROUND PENETRATING RADAR (GPR) IN UNDERGROUND OF ASPHALT PAVEMENT | |
| 367 | UTR | ANALYZE OF THE ACCESSIBILITY OF PEOPLE WITH DISABILITIES OR REDUCED MOBILITY USING URBAN TRANSPORT TO HEALTH TREATMENT | |
| 368 | RPV | CORRELATION OF THE MSCR TEST WITH THE REPEATED AXIAL LOAD PERMANENT DEFORMATION TEST |  |
| 370 | RPV | INFLUENCE OF THE AGGREGATE SKELETON DESIGN METHOD ON THE FATIGUE PERFORMANCE OF STONE MASTIC ASPHALT FOR ROAD PAVEMENTS |  |
| 371 | RPV | MOISTURE DAMAGE AND LOW TEMPERATURE CRACKING OF MODIFIED BITUMINOUS MIXTURES FOR ROAD PAVEMENTS | |
| 372 | RPV | EXPERIMENTAL STUDY ON THE ENHANCEMENT OF MECHANICAL PROPERTIES OF BITUMINOUS MASTICS AT HIGH STRAINS | |
| 373 | IMA | LONG TERM PERFORMANCE OF ROAD MARKINGS IN RURAL ROADS: GUIDE-LINES FOR MAINTENANCE MANAGEMENT | |
| 375 | TSA | IMPROVING THE RESILIENCE OF THE METRO VEHICLE TO BLAST AND FIRE | |
| 376 | TGT | MONITORING AND INSPECTION TECHNIQUES FOR AGEING RAIL INFRASTRUCTURE - A MOVE AWAY FROM VISUAL INSPECTION TOWARDS REMOTE MONITORING | |
| 377 | TGT | INFLUENCE OF LAYERED GEOSYNTHETICS ON CBR OF CLAYEY SUBGRADE WITH SOIL-GEOSYNTHETIC INTERACTION |  |
| 378 | RPV | IMPACT OF SELECTED CHEMICAL ADDITIVES ON PERFORMANCE BEHAVIOR OF WARM ASPHALT CONCRETE MIX | |
| 379 | RPV | EFFECT OF BITUMEN ORIGIN ON BEHAVIOR OF COLD RECYCLED MIXES USING FOAMED BITUMEN TECHNIQUE | |
| 380 | RPV | INFLUENCE OF CHEMICAL CATALYSTS AND SELECTED ADDITIVES ON BEHAVIOR OF CRUMB RUBBER MODIFIED BITUMEN | |
| 382 | IMA | GEORISK - A RISK MODEL AND DECISION SUPPORT TOOL FOR RAIL AND ROAD SLOPE INFRASTRUCTURE | |
| 383 | TSA | CALIBRATION OF SAFETY PERFORMANCE FUNCTION (SPF) FOR RURAL AND URBAN ROUNDABOUT OF SICILY | |
| 384 | ITR | THE TRULY INTEGRATED TIMETABLE | |
| 385 | RPV | COMPARISON THE CHARACTERISTICS OF AC 8 SURF AND AC 11 SURF AND RESULTS BETWEEN TREE LABORATORIES AT LOW TEMPERATURES | |
| 386 | TGT | FEM ANALYSIS WITH SPECIAL FOCUS ON SOIL-STRUCTURE INTERACTION OF FLOATING SLAB-TRACK INFRASTRUCTURE IN HIGH SPEED RAILWAY EMBANKMENTS | |
| 388 | TPM | REQUIREMENTS FOR QUALITY ROUNDABOUT DESIGN | |
| 389 | TGT | HOW TO SELECT THE MOST APPROPRIATE DESIGN TOOLS FOR SLOPE STABILITY ANALYSES FOR ASSETS ON TRANSPORT NETWORKS? | |
| 390 | CAM | MAINTENANCE IN LIFE CYCLE OF RAILWAY INFRASTRUCTURE | |
| 391 | STM | BRIDGE SCOUR MONITORING USING ACCELEROMETERS PLACED ON BRIDGE PIERS – A NUMERICAL INVESTIGATION | |
| 392 | TGT | CAUSAL CONNECTION OF THE DAMAGED PAVEMENT STRUCTURE IN THE HIGH EMBANKMENT AREA | |
| 393 | CAM | TRACK GEOMETRY MEASUREMENT AS PREVENTIVE MAINTENANCE DATA SOURCE | |
| 396 | UTR | PROBLEMS IN PLANNING OF THE PRIMARY ROAD CORRIDORS IN THE CITIES ON THE EXAMPLE OF THE CITY OF ZAGREB | |
| 397 | TGT | DEFORMATIONAL PROPERTIES OF UNBOUND GRANULAR PAVEMENT MATERIALS | |
| 398 | TAB | DETERMINATION OF BLAST INDUCED DAMAGE ZONE DURING TUNNEL EXCAVATIONS IN CARBONATE ROCKS | |
| 399 | RTS | RECONSTRUCTION OF STATION DOBOJ WITHIN THE TRACK OVERHAUL OF THE SECTION DOBOJ - KM 103 +500 ON CORRIDOR VC | |
| 400 | TSA | SAFETY MEASURES IN ROAD TUNNELS | |
| 401 | TAB | MONITORING AND SUPERVISION OF TUNNELS | |
| 402 | CAM | SLOPE REMEDIATION METHODOLOGY ON ZAGREB-MACELJ HIGHWAY | |
| 403 | VDN | ADVANTAGES OF INSTALLATION OF RUBBER ELEMENTS IN SUSPENSION OF RAILWAY VEHICLES | |
| 404 | ITR | INTEGRATED PERIODIC TIMETABLE BASED CONCEPTS IN HUNGARIAN NATIONAL TRANSPORT STRATEGY | |
| 406 | VDN | COMPARATIVE WIND INFLUENCE ON USE PHASE ENERGY CONSUMPTIONS OF ROADS AND RAILWAYS. | |
| 407 | CAM | CALIBRATION OF HDM-4 DETERIORATION MODELS FOR HIGHWAY NETWORK IN MACEDONIA | |
| 409 | IPR | PRESENTATION OF MASTER PLAN OF THE SISAK NEW PORT | |
| 410 | INT | MULTIPLE LOAD CASE ON FLEXIBLE SHALLOW LANDSLIDE BARRIERS – MUDSLIDE AND ROCKFALL |  |
| 411 | IPR | PROBLEMS TRACING BYPASS CORRIDOR IN SMALL CITY IN THE EXAMPLE OF DRNIS | |
| 412 | ITR | A NEW APPROACH FOR DEFINING THE IMPROVEMENT PLANS OF RAIL NETWORKS | |
| 413 | TPM | COMPARISON OF SOME CONTROL DELAY MODELS WITH ACTUAL MEASURED VALUES ON THE ROUNDABOUT DOBRINJA IN SARAJEVO | |
| 414 | TPM | IDENTIFICATION OF AT-GRADE INTERSECTIONS CHARACTERISTICS FOR DEFINING BASIC INPUTS INTO MCA METHODOLOGY | |
| 415 | RTS | SWITCHES ON RAILWAY LINES IN THE FEDERATIONOF BIH – JUSTIFICATION INSTALLATION OF NEW TYPES OF SWITCHES | |
| 416 | CAM | NEW ROAD MAINTENANCE MODEL IN FINLAND – 2014 PILOT PROJECT |  |
| 417 | NAV | ISSUES RELATED TO THE IMPACT OF NOISE AT AT-GRADE INTERSECTIONS | |
| 418 | TPM | DETERMINATION OF THE EFFECT OF INTERSECTION CONTROL MODE ON VEHICLE DELAY TIMES | |
| 419 | UTR | INTEGRATED SYSTEM "PARK & RIDE" EXAMPLE STRATEGY FOR THE CITY OF ZAGREB | |
| 420 | IPR | FINANCING OF RAILWAY CORRIDOR INFRASTRUCTURE IN TRANZIT COUNTRIES | |
| 421 | TGT | REAL TIME ASSESSMENT OF SHALLOW EMBANKMENT STABILITY | |
| 423 | TPM | SUSTAINABLE MOBILITY OF SMALL TOURIST PLACES | |
| 424 | RPV | SUBGRADE BEARING CAPACITY INFLUENCE ON FLEXIBLE PAVEMENT STRUCTURES BEHAVIOUR | |
| 425 | IPR | REVIEW OF TRENCHLESS TECHNOLOGIES IN CONSTRUCTION OF UTILITY INFRASTRUCTURE | |
| 426 | RTS | PLASTIC SLEEPER ANCHORS IN CZECH REPUBLIC | |
| 427 | UTR | DO AGE & GENDER MATTER: CHILDREN MOBILITY IN CITIES' NEIGHBOURHOODS? |  |
| 429 | RTS | COMPUTATION MODEL FOR ANALYSES STABILITY OF CWR TRACK ON BRIDGES | |
| 430 | TPM | URBAN MOBILITY DEVELOPMENT STRATEGY IN A CONTEMPORARY CITY – GREEN TRAFFIC PLAN BASED ON THE CITY OF ZAGREB EXAMPLE | |
| 431 | CTS | GENETIC ALGHORITMS TO OPTIMUM PEDESTRIAN TERMINAL LAYOUT DEFINITION | |
| 432 | NAV | THE IMPACT OF INTERSECTION TYPE ON TRAFFIC NOISE LEVELS IN RESIDENTIAL AREAS | |
| 433 | UTR | STUDY ON THE AVAILABILITY OF “TWITTER" DATA FOR FORECASTING SUSPENSION TIME OF RAILWAY OPERATION | |
| 434 | RTS | DEVELOPMENT OF A HEATING SYSTEM FOR HOLLOW SLEEPERS CONTAINING POINTS POSITIONING SYSTEMS | |
| 435 | CAM | LOCAL MINERAL RESOURCES FOR LOCAL ROAD CONSTRUCTION, DILEMMA BETWEEN SUSTAINABILITY AND QUALITY |  |
| 436 | INT | MULTICRITERIA OPTIMIZATION OF A TRANSPORT INFRASTRUCTURE PROJECT ACCORDING TO THE LINE GEOMETRY. | |
| 437 | RPV | RECYCLING METHODS FOR ROADWORKS | |
| 438 | INT | WARM MASTIC ASPHALT: AN INNOVATIVE PRODUCT | |
| 439 | IMA | APPLICATION OF ARTIFICIAL NEURAL NETWORK WITHIN PAVEMENT MANAGEMENT SYSTEM | |
| 440 | IPR | RAIL TRAFFIC NOISE BARRIERS IN CROATIA – CHALLENGES DURING THE FIRST APPLICATION | |
| 441 | NAV | INFLUENCE OF TRAM INDUCED VIBRATION ON UNDERGROUND GARAGE STRUCTURE – MONITORING RESULTS | |
* Complete list of Conference topics and abbreviations is available here.