List of accepted abstracts

ID	Topic*	Abstract title
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