Session I: Bituminous binders
1. RECYCLED WASTE PLASTIC MODIFICATION OF BITUMINOUS BINDER, Greg White, Gordon Reid, UK
5. EVALUATION OF FATIGUE PARAMETERS ON POLYMER MODIFIED WAXY BITUMENS, J. Oner, B. Sengoz, Turkey
Session II: Aggregates, unbound layers and subgrade
Session III: Bituminous mixtures (Hot, Warm, Cold)
1. GRAPHITE MODIFICATION OF AN AC TO MITIGATE UHI EFFECTS, A.T. Papagiannakis, R. Kaphleb, USA
12. CYCLIC INTERLAYER TESTING IN BITUMINOUS PAVEMENTS, D. Ragni, A. Graziani, F. Canestrari, Italy
27. DEVELOPMENT OF PROBABILISTIC S-N CURVE USING SMALL SAMPLE DATA, H. Sharma, A. K. Swamy, India
Session IV: Pavements (Design, Construction, Maintenance, Sustainability, Energy and environment consideration)
13. THE SELECTION OF POTHOLE REPAIR OPTIONS, J.C. Nicholls, M. McHale, I. Carswell, UK
18. LARGE-SCALE INVESTIGATIONS OF PRECAST CONCRETE SLABS, J. Patzak, P. Bolz, Germany
Session V: Pavement management
4. ECONOMIC OPTIMISATION OF ROAD NETWORK ACCESSIBILITY, M.R.F. Amrozi, H.T. Evdorides, UK
Session VI: Pavement recycling
3. INCORPORATING RAP INTO AIRPORT ASPHALT RESURFACING, Greg White, Australia
Session VII: Geosynthetics
Session VIII: Pavement assessment, surface characteristics and safety
4. MEASURING SKID RESISTANCE OF GROOVED PAVEMENT, L. Chu, T.F. Fwa, China
10. LIFE-CYCLE SAFETY RATING OF ROAD MAINTENANCE WORKS, A.E. Azmi, H. Evdorides, UK
Poster Session
6. THE INCORPORATION OF PLASTICS IN ASPHALT: A REVIEW, A. P. Siciliano, G. P. Das, H. Jafferji, USA
Session I: Bituminous binders, Unbound materials
7. STUDY OF MINERAL FILLER EFFECT ON ASPHALT MIXTURES PROPERTIES, E. Remisova, Slovakia
8. IN SITU SERVICE CAPABILITY OF TACK COATS, C. Raab, M.N. Partl, Switzerland
Session II: Pavement design, Construction and Maintenance
1. BRIDGE DECK ASPHALT PLUG JOINTS: PROBLEMS AND SOLUTIONS, N. Ghafoori, M. Sharbaf, USA
5. USE OF 3D MODELING TO ASSESS POTHOLE GROWTH, G. McQuaid, P. Millar & D. Woodward, United Kingdom
10. LESSONS LEARNED ABOUT SUCCESSFUL FLEXIBLE PAVEMENTS, C. M. Chang , O. González, P. Krugler, USA
Session III: Bituminous mixtures (Hot, warm and cold), Specifications
28. INVESTIGATION OF MOISTURE SUSCEPTIBILITY IN HOT-MIX ASPHALT CONCRETE, A. Rahim, T. Nguyen, USA
33. UPDATE ON NEW AND FUTURE CEN ASPHALT TEST METHODS, J. C. Nicholls, K. Lind, United Kingdom
Session IV: Highway and Pavement Management Systems, Network operation systems
Session V: Pavement recycling, Geosynthetics
Session VI: Pavement assessment, Surface characteristics
2. STATE-OF-THE-ART OF TRAFFIC SPEED DEFLECTOMETER (TSD), J. A. Krarup, Denmark
Session VII: Road safety, Road marking and street furniture
Poster Session
1. ASPHALT BRIDGE DECK PAVEMENT BEHAVIOR, THE EGNATIA EXPERIENCE, A. Kokkalis, P. Panetsos, Greece
2. INNOVATIONS FOR SUSTAINABLE ROAD INFRASTRUCTURE, F. Kehagia, K. Chondrospyros, Greece
6. LABORATORY STUDY OF EVALUATING DIRECT TENSILE PROPERTIES OF ASPHALT MIXTURES ON REFLECTIVE CRACKS,M. Khadem, R. Farahi, Iran
General papers
1. HISTORICAL BACKGROUND OF PAVEMENTS DEVELOPMENT, Em.Prof. Tsohos G., GR
2. THE POTENTIAL USE OF CONSTRUCTION AND DEMOLITION WASTE IN ROAD CONSTRUCTION MIXES IN IRELAND , Woodside A., Woodward D., Mcllhinney J., United Kingdom
3. LIFE CYCLE ASSESSMENT OF SUSTAINABLE PAVEMENT SYSTEMS , Prof. Uddin W., USA
4. BEST PRACTICE GUIDE FOR RECYCLING INTO SURFACE COURSES , Nicholls J. C., Carswell I., Widyatmoko I., Harris J., Taylor R., United Kingdom
5. CRACKING OF ASPHALT MIXTURES CONTAINING BOTTOM ASH WASTE LINKED TO VISCO-ELASTIC DAMAGE MECHANICS ANALYSIS , Dr. Khalid H. A., Hassan M. M., United Kingdom
6. PAVEMENT MANAGEMENT PROGRAM: AN ABSOLUTELY NECESSARY TOOL TO ENGINEERS, AUTHORITIES AND INVESTORS , Prof. Nikolaides A. F., Greece
7. ASSESSMENT OF THE TWELVE YEARS OF THE INTER-LABORATORY MIX ASPHALT PROGRAM IN BRAZIL , Prof. Fortes R. M., Merighi J. V., Barbosa S. H. F., Assali M. P., Barbosa Jr. A. S., Brazil
8. STATE OF THE ART OF MICROMECHANICAL MODELING OF ASPHALT CONCRETES , Prof. Papagiannakis A. T., USA
9. ASPHALT AT LOWERED TEMPERATURES , Prof. De Winne E., De Backer H., Bogaert D., De Winne P., Vasteenkiste S., De Visscher J., Belgium
Bituminous binders, Unbound materials
1. PERFORMANCE OF CRUMB RUBBER MODIFIED BINDERS AND ASPHALTS, Neutag L., Beckedahl H. J., Germany
2. CONVENTIONAL VERSUS SUPERPAVE ASPHALT BINDER CHARACTERIZATION , Mirza M. W. Ali Rizvi M., Abbas Z., Pakistan
3. EFFECT OF ADDING POLYMER ON THE ENGINEERING PROPERTIES OF LOCAL BITUMEN BY CONVENTIONAL TESTING , Tanvir I. Q., Kareem A. J., Pakistan
4. THE INVESTIGATION OF RUBBER MODIFIED BITUMEN AS A BINDER FOR THE PRODUCTION OF ASPHALT MIXTURE , Lukač B. A, Zupancic Valant A., Slovenia
5. KINETICS OF BITUMINOUS PHASE DECOMPOSITION AND ITS IMPLICATIONS ON THE MECHANICAL PROPERTIES , Kringos N., Scarpas T., Schmets A., Pauli T., Netherlands
6. INVESTIGATION OF THE PERFORMANCE OF CONVENTIONAL AND POLYMER MODIFIED BITUMEN , Tušar M., Šušteršič E., Kalman B., Slovenia, Sweden
7. THE EFFECT OF SBS POLYMER CONTENT ON TECHNICAL, TECHNOLOGICAL, AND RHEOLOGICAL PROPERTIES OF BITUMENS AND POLYMER ASPHALT CONCRETES , Zolotariov V. A., Maliar V., Lapchenko A., Ukraine
8. RHEOLOGICAL PROPERTIES OF BITUMINOUS BINDERS IN REPEATED CREEP-RECOVERY AND OSCILLATORY TESTS , Fiedler J., Bureš P., Largeaud S., Czech Republic
9. RHEOLOGICAL CHARACTERIZATION OF ASPHALT BINDERS MODIFIED WITH POLYPHOSPHORIC ACID , Faxina A. L., Furlan A. P., Brazil
10. PERFORMANCE PROPERTIES OF FAST PYROLYSIS BIO-OILS MODIFIED ASPHALT , Raouf M. A., Williams R. C, USA
11. THE INFLUENCE OF THE LOW-VISCOSITY MODIFIER ON SELECTED= , Iwański M., Mazurek G., Poland
12. LINEAR VISCOELASTIC PROPERTIES OF BLENDED ASPHALT , Padmarekha A., Krishnan J. M., India
13. SHELL THIOPAVE™ SULPHUR EXTENDED ASPHALT MODIFIER , Nicholls J. C., United Kingdom
14. PREDICTING THE WEAR CHARACTERISTICS OF IRISH LIMESTONE AC MIXES , Friel S., Woodward D., Woodside A., United Kingdom
15. THE SPECIFIC SURFACE OF MINERAL FILLERS AND THEIR FUNCTIONAL PROPERTIES , Grabowski W., Wilanowicz J., Poland
16. ON THE SOUNDNESS AND OTHER PHYSICOMECHANICAL PROPERTIES OF CRUSHED AGGREGATES FROM CYPRUS USED IN THE PRODUCTION OF ASPHALT CONCRETE , Ioannou I. Fournari R., Petrou M. F., Vrahimis S., Cyprus
17. ASSESSMENT OF POLISHING BEHAVIOUR OF SAND USING THE TEST DEVICE ACCORDING TO WEHNER/SCHULZE , Kirchmaier L., Blab R., Austria
18. USE OF ELECTRIC ARC FURNACE SLAG IN THIN SKID-RESISTANT SURFACING , Likoydis S., Liapis I., Greece
19. PROPERTIES OF AN EAF SLAG PRODUCED IN GREECE: A CONSTRUCTION MATERIAL FOR SUSTAINABLE GROWTH , Xirouchakis D., Manolakou V., Greece
20. PERFORMANCE PARAMETERS OF REALISTICALLY CURED LIME-TREATED OXFORD CLAY CAPPING LAYERS FOR ANALYTICAL PAVEMENT DESIGN , Papadimitriou G., Rogers C. D. F., Boardman D. I., Eskioglou P., Greece
21. THE ESTIMATION OF THE RESILIENT MODULUS OF SUBGRADE SOILS USING ARTIFICIAL NEURAL NETWORKS , Martinez F., Angelone S., Argentina
Pavement design, Construction and Maintenance
1. COMPARISON OF MECHANISTIC-EMPIRICAL AND EMPIRICAL FLEXIBLE PAVEMENT DESIGN PROCEDURES OF AASHTO: A CASE STUDY , Mashayekhi M., Ali Amini A., Behbahani H., Nobakht S., Iran
2. ON THE VARIATION OF REQUIRED ASPHALT THICKNESS WITH SUBGRADE MODULUS: A REALITY OR AN ILLUSION? Livneh M, Israel.,
3. THERMAL STRESSES OF FLEXIBLE PAVEMENT WITH TEMPERATURE DEPENDENT MATERIAL CHARACTERISTICS USING STIFFNESS MATRIX METHOD , Zhong Y., China
4. IDENTIFICATION OF OVERLOADED HEAVY GOODS VEHICLES USING VEHICLE SPEEDS ON UPHILLS, Mintsis G., Basbas S., Kokkalis A., Taxiltaris Ch., Greece
5. COMMERCIAL VEHICLES FLEET ANALYSIS CONSIDERING AXLE LOADS DISTRIBUTION , Marcon A. F., Moraes M. S. N., Trichês G., Brazil
6. A LABORATORY INVESTIGATION ON THE CHARACTERISTICS OF CEMENT-BITUMEN COMPOSITES FOR SEMI-FLEXIBLE PAVEMENT SURFACING , Koting S., Karim M. R., Mahmud H., Malaysia
7. MODELLING OF CRACK GROWTH IN PAVEMENT PERFORMANCE EVALUATION , Norrison H., Australia
8. CONSTRUCTION OF A GRAVEL ROAD USING BAUXITE RESIDUE , Mouratidis A., Kehagia F., Greece
9. A STUDY ON SPECIMENS SIZE EFFECT ON SHEAR STRENGTH PARAMETERS OF BASALT AGGREGATES FOR UNBOUND LAYERS , Núñez W. P., Malysz R., BicaA. V. D., Ceratti J.A. P., Brazil
10. INVESTIGATION OF DIFFERENT DOWEL AND PAVEMENT PARAMETERS ON JOINT LOCKUP, Al Humeidawi B.H., Parthasarathi M., United Kingdom
11. STRUCTURAL ASSESSMENT OF IN-SERVICE DOWELED CONCRETE PAVEMENT JOINTS, Rahman M., Stonecliffe Jones M., Evans R., United Kingdom
12. IMPROVEMENT STRATEGY FOR EXISTING BITUMINOUS PAVEMENTS ON STATE HIGHWAYS IN THE STATE OF KARNATAKA, INDIA , Ram Mohan Rao P., Venkat R. S, India
13. A HOLISTIC CONCEPT TO ASSESS PAVEMENT DISTRESS , Mouratidis A., Papageorgiou G., Greece
14. REPORTING OF AIRPORT PAVEMENT BEARING CAPACITY , Loizos A., Plati C., Papavasiliou V., Armeni A., Greece
15. THE IMPORTANCE OF THE ASPHALT OVERLAY TO THE STRUCTURAL CONDITION OF COLD IN- PLACE RECYCLED PAVEMENTS , 7. Papavasiliou V., Plati C., Loizos A., Greece
Bituminous mixtures
1. 3D VISCOELASTIC LINEAR AND NONLINEAR BEHAVIOR OF ASPHALT MIXTURES , Nguyen Q. T., Di Benedetto H., Sauzéat C., France
2. LABORATORY STUDY OF AIR VOID AND TEMPERATURE EFFECTS ON HMA FRICTION PROPERTIES , Khasawneh M. A., Liang R.Y., USA
3. EFFECT OF AGGREGATE TYPE AND RATE OF TEMPERATURE CHANGE ON FRACTURE STRENGTH OF ASPHALT CONCRETE , Qadir A., Guler M., Turkey
4. LABORATORY RESULTS OBTAINED FOR AN AIRPORT ASPHALT MIXTURE , Romanescu C., Racanel C., Petcu C., Romania
5. MIX DESIGN AND PERFORMANCE EVALUATION OF CRM-MODIFIED ASPHALT CONCRETE MIXTURES , Losa M., Leandri P., Bacci R., Italy
6. COMPARISON OF RESISTANCE OF ASPHALTS TO PERMANENT DEFORMATION DETERMINED ACCORDING TO EMPIRICAL AND FUNDAMENTAL TEST , Komacka J., Remisova E., Bezilla T., Slovakia
7. MASTER CURVES OF RUTTING FACTOR FOR BITUMINOUS BINDERS , Agostinacchio M., Ciampa D., Diomedi M., Olita S., Italy
8. RUTTING BEHAVIOUR OF WEARING COURSE MIXTURES IN SEVERE TEMPERATURE AND LOADING CONDITIONS , Santagata E., Riviera P. P., Dalmazzo D., Italy
9. PERMANENT DEFORMATION OF ASPHALT CONCRETE MIXTURES USING WHEEL TRACKING AND RLA TEST METHODS , Manthos E., Greece
10. RELATING THE CREEP RHEOLOGICAL PROPERTIES OF MASTICS TO THE CREEP PERFORMANCE OF ASPHALT CONCRETES , Zelelew H. M., Papagiannakis A. T., USA
11. ASPHALT CONCRETE MIXTURES WITH TYRE RUBBER GRANULATE , Agostinacchio M., Ciampa D., Diomedi M., Olita S., Italy
12. INVESTIGATION OF THE DYNAMIC PROPERTIES OF ASPHALT MIXTURE INCORPORATING GEOMETRICALLY CUBICAL AGGREGATE , Hamzah M. O., Puzi M. A. A., Azizli K. A. M., Jaafar Z. F. M., Malaysia
13. MECHANICAL PROPERTIES OF POROUS ASPHALT MODIFIED WITH ROAD TYRE RUBBER USING THE DRY PROCESS , Pasetto M., Baldo N., Italy
14. INVESTIGATION OF THE FATIGUE PROPERTIES OF ASPHALT MIXTURES REINFORCED WITH NATURAL FIBERS , Delgado H., Arnaud L., France
15. CRACK GROWTH ANALYSIS OF POLYMER MODIFIED ASPHALT USING LINEAR AND NON LINEAR FRACTURE MECHANICS , Lancaster I. M., Khalid H. A., United Kingdom
16. INVESTIGATING FACTORS AFFECTING HOT MIX ASPHALT FATIGUE BEHAVIOUR USING FACTORIAL ANALYSIS, Stubbs A., Saleh M., Kuhn K, Hutchison D., Hall S., New Zealand
17. LABORATORY PERFORMANCE ASSESSMENT OF FIBER REINFORCED ASPHALT MIXES , Mondschein P., Valentin J., Vavřička J., Czech Republic
18. STIFFNESS OF ASPHALT CONCRETE MIXTURES WITH LIMESTONE AND DIABASE AGGREGATES , Manthos E., Greece
19. MODIFIED STRAIN CONTROLLED ITFT TESTING PROCEDURE; DEVELOPMENT AND RESULTS , Papadimitriou S., Grenfell J., Cocurullo A., Airey G., United Kingdom
20. INVESTIGATING EARLY LIFE STIFFNESSES OF COLD RECYCLED ASPHALT MIXTURES USING THE NAT VACUUM REPEATED LOAD AXIAL TEST (VRLAT ), Oke O. L., Parry T., Thom N. H., United Kingdom
21. OPTIMAL UTILIZATION OF EXISTING PAVEMENT STRUCTURE DURING REHABILITATION , Kleyn E., Steyn W. J. vdM, South Africa
22. LABORATORY EVALUATION OF WARM MIX ASPHALT PROPERTIES , Zaumanis M., Olesen E., Haritonovs V., Latvia
23. POTENTIALS OF USING THE POLYFUNCTIONAL ADDITIVE “REDISET WMX” FOR ASPHALT MIXTURES , Smiljanic M., Pap I., Tatic U., Strbic M., Markovic B., Serbia
24. LABORATORY AND FIELD EVALUATION OF HALF WARM FOAMED ASPHALT MIXTURES, Artamendi I., Phillips P., Allen B., United Kingdom
25. THE EFFECTS OF ANTI-STRIPPING AGENTS IN REDUCING MOISTURE SUSCEPTIBILITY OF FOAM-WARM MIXES, Kavussi A., Hashemian L., Sattarpour S., Iran
26. EFFECTS OF METHODS OF PRODUCTION OF ASPHALT CONCRETE MIXES ON THE PROPERTIES OF ASPHALT CONCRETE , Pechoni B. G., Danilian E. A., Nikolov A. D., Russia
27. DURABILITY OF THIN SURFACING SYSTEMS AFTER NINE YEARS MONITORING , Dr. Nicholls J. C., Carswell I., James D. J., United Kingdom
28. MIX DESIGN AND PERFORMANCE CHARACTERIZATION OF BITUMINOUS MIXTURES WITH ELECTRIC ARC FURNACE STEEL SLAGS , Pasetto M., Baldo N., Italy
29. COMPARISON OF MIXTURES COMPACTED USING THE CONVENTIONAL MARSHALL METHOD AND THE GYRATORY COMPACTOR FOR SUPERPAVE DESIGN , Athanasopoulou D. A., Kollaros G. A., Greece
30. BITUMINOUS MIXTURES APPLICATION IN RAILWAY SUB-BALLAST LAYER , De Chiara F., Fontul S. Paixão A., D’Andrea A., Italy
31. COMPARATIVE EVALUATION OF 152.4 MM-DIAMETER AND 101.6 MM-DIAMETER MARSHALL SPECIMENS IN COLD RECYCLING OF ASPHALT MIXES , Ameri M., Hamed K., S., Mansourian A., Nekouee A. S., Iran
32. WATER RESISTANCE OF ASPHALT MIXES WITH SPECIAL SBS, Jellema E., Vonk W., Van Veldhuijsen R., Jan Scholten E., Hartemink R., Netherlands
33. THE EFFECT OF TACK COAT MATERIAL, APPLICATION RATE, AND PAVEMENTS SURFACE TYPES ON THE INTERFACE SHEAR STRENGTH , Mohammad N. L., Elseifi M. A., Patel N., USA
34. COMBINED ACTION OF WAXES AND SURFACTANTS IN WMA MIXTURES, Oliveira J. R. M., Silva H. M. R. D., Pereira P. A. A., Matos D. M., Portugal
35. THERMAL SUSCEPTIBILITY OF SOME HOT MIX ASPHALT WITH LIME AND POLIPHOSPHORIC ACID , Furlan A. P., Fabbri G. T. P., De Grande W.R., Parreira A. B., Klinsky L. M. G., Brazil
36. EVALUATION OF ETHYLENE GLYCOL AS AN ANTI-STRIPPING AGENT IN HOT MIX ASPHALT, Topal A., Sengoz B., Gorkem C., Turkey
37. CASE STUDY OF CEMENT ADDITIVE EFFECT ON ASPHALT MIXTURE DURABILITY AGAINST MOISTURE AND STRIPPING , Khadem M., Sabbagh Mollahosseini H., Iran
38. ADHESION BETWEEN AGGREGATES AND BITUMEN – BOILING WATER TEST AND INDIRECT TENSILE STRENGTH TEST , Paffrath T. D., Germany
39. ON THE DEVELOPMENT OF A NEW TEST METHODOLOGY FOR MOISTURE DAMAGE SUSCEPTIBILITY OF ASPHALT CONCRETE, Kringos N., Khedoe R., Scarpas A., De Bondt A., Netherlands
40. EFFECTS OF ANTI-STRIPPING AGENT ON WARM POROUS ASPHALT MIX INCORPORATING SASOBIT®, Hamzah M.O., Aman M. Y., Shahadan Z., Malaysia
41. RESISTANCE TO THE EFFECTS OF WATER AND FROST OF THE RECYCLED BASE REHABILITATED WITH THE FOAMED BITUMEN TECHNOLOGY, Iwański M., Chomicz-Kowalska A., Poland
42. USE OF REJUVENATORS ON RECYCLED BITUMINOUS MATERIALS , Silva H. M. R. D., Oliveira J. R. M., Pereira P. A. A., Jesus C. M. G., Portugal
43. TOWARDS AN ENHANCED TEST METHOD FOR HOT MIX ASPHALT TO ADDRESS RESISTANCE TO FUEL , Hofko B., Blab R., Kappl K., Spiegl M., Austria
44. CASE STUDY OF ASPHALT ADDITIVE EFFECT ON JET FUEL RESISTANCE IN AIRPORT’S FLEXIBLE PAVEMENTS, Khadem M., Moosavi M. H., Hayati P., Iran
45. BINDER CONTENT DETERMINATION OF MIXTURES WITH ABSORBENT AGGREGATES BY IGNITION AND EXTRACTION METHOD , Nikolaides A. F., Manthos E., Greece
46. LABORATORY EVALUATION OF PERFORMANCE OF HOT MIX ASPHALT MIXES CONTAINING RECLAIMED ASPHALT ROOFING SHINGLES, Maher M., Uzarowski L., Prilesky H., Berube E., Canada
47. ASSESSING THE TEST SECTION PAVEMENT STRUCTURE USING VECTOR QUANTIZATION NEURAL NETWORK , Pozarycki A., Grabowski W., Poland
48. INVESTIGATION ON USE OF SIMPLE SHEAR TESTER FOR EVALUATING MOISTURE DAMAGE OF ASPHALT MIXTURES , Khosla N. P., Nair H., USA
Highway and Pavement Management Systems, Network Operation Systems
1. A MULTI-OBJECTIVE DECISION-AID TOOL FOR ROAD NETWORK MAINTENANCE MANAGEMENT, Ferreira A., Meneses S., Portugal
2. COST ANALYSIS OF OPERATION AND MAINTENANCE WORKS ON EGNATIA ODOS MOTORWAY, Bantelas G., Evangelidis D., Matthaiou A., Greece
3. STRATEGIC NETWORK-LEVEL PAVEMENT MANAGEMENT ANALYSIS: THE CASE OF SERBIAN ROAD NETWORK , Cirilovic J., Mladenovic G., Queiroz C., Serbia
4. PAVEMENT MAINTENANCE AND REHABILITATION MANAGEMENT SYSTEMS FOR LOCAL ROAD AUTHORITIES – A CASE HISTORY, Douglas R. A., Canada
Pavement recycling, Asphalt grids and geotextiles
1. RECYCLING PAVEMENT WITH ADDITION OF CEMENT , Triches G., De Lorena M., Dos Santos A., Brazil
2. REJUVENATION OF BITUMINOUS MIXTURES CONTAINING RECLAIMED ASPHALT WITH USED VEGETABLE OIL, Artamendi I., Bailey H., Phillips P., Allen B., United Kingdom
3. A NEW ALTERNATIVE FOR THE STABILIZATION OF RECYCLED MATERIALS IN ROADS INFRASTRUCTURES BY USING POLYMERIC PRODUCTS, Coaquira A. R., Rodriguez M. L. H., Casado B. R., Spain
4. EVALUATION OF CHARACTERISTICS OF EXPERIMENTAL COLD RECYCLING MIXES WITH FLUID ASH , Valentin J., Suda J., Matousek D., Kubinčabová L., Souček V., Czech Republic
5. COMPARISON OF ASPHALT ROADS MADE WITH NATURAL OR RECYCLED AGGREGATES USING LIFE CYCLE ANALYSIS , Mavridou S., Oikonomou N., Greece
6. THE USE OF GLASS-FIBRE ADDITION TO REINFORCE A ROAD PATCH ,
Woodside A., Woodward D., Graham A., United Kingdom
7. PROPERTIES OF BITUMINOUS MIXES CONTAINING RECYCLED GLASS FROM WASTES IN TEHRAN , Sabbagh Mollahosseini H., Kavussi A., Oroujzadeh N., Iran
8. EXPERIENCES IN PAVEMENT REHABILITATION USING AN ASPHALT REINFORCEMENT GRID OF HIGH MODULUS POLYESTER , Thesseling B., Germany
9. CHARACTERIZATION OF INTERLAYER SHEAR RESISTANCE WITH THE USE OF GEOGRID , Montestruque G., Vasconcelos K. L., Bernucci L. L. B., Brazil
10. INSTRUMENTED TEST SECTION FOR THE EVALUATION OF GEOGRIDS IN ASPHALT PAVEMENTS, Graziani A., Virgili A., Belogi L. Italy
11. NUMERICAL MODELLING OF FLEXIBLE PAVEMENT STRUCTURES REINFORCED WITH GEOSYNTHETICS , Romanescu C., Diaconu E., Lazăr S. M., Romania
12. MITIGATING REFLECTIVE CRACKING USING STRESS ABSORBING MEMBRANE INTERLAYERS (SAMIs), Ogundipe O. M., Collop A. C., Thom N. H., United Kingdom
Pavement assessment, Surface characteristics
1. RETEXTURING WITH SHOT BLASTING AS AN ASPHALT PAVEMENT SURFACE PRESERVATION TOOL , Plati C., Georgouli K.,Cliatt B., Loizos A., Greece
2. EVALUATION OF THE RELATIONSHIP BETWEEN THE PAVEMENT SKID RESISTANCE AND TRAFFIC SAFETY-CASE STUDY FOR IZMIR METROPOLITAN AREA, Sengoz B., Topal A., Tanyel S., Kacmaz B., Turkey
3. ANTI-SKID PAVEMENTS TO SECURE SAFE STOPPING BEFORE OBSTACLES ON MOTORWAY FAST LANES ALONG TIGHT LEFT HORIZONTAL CURVES , Kokkalis A., Greece
4. MODELLING OF RUBBER FRICTION ON ASPHALT SURFACES USING A FRACTAL APPROACH , Villani M. M, Scarpas T., Kane, Netherlands
5. AN INVESTIGATION OF THE VARIATION OF CONTACT AREA WITH INFLATION PRESSURE , Millar P., Woodward D., Woodside A., United Kingdom
6. AGGREGATE BLENDING TO IMPROVE SKID RESISTANCE , Ali Khasawneh M., Liang R.Y., USA
7. USING NDT METHODS TO INVESTIGATE THE ROAD SURFACE AND STRUCTURE CONDITIONS TO DESIGN REHABILITATION ALTERNATIVES, A CASE STUDY: AZADEGAN FREEWAY, TEHRAN , Riahi P., Zare K., Aflaki S., Iran
8. THE EFFECT OF MOISTURE ON GROUND PENETRATING RADAR (GPR) DATA FROM ASPHALT ROAD PAVEMENTS , Evans R., Frost M. F., United Kingdom
9. PROTOTYPING AUTOMATED DISTRESS SURVEY BASED ON 3D LASER IMAGING, Wang K. C. P., USA
10. DATA PREPARATION AND COMPUTATION FOR PAVEMENT MACRO-TEXTURE WITH 1MM 3D LASER IMAGES , Wang K. C. P., Li Lin, USA
11. APPLICABILITY OF INFRARED THERMOGRAPHY IN PAVEMENT QUALITY CONTROL , Loizos A., Plati C., Georgiou P., Kordalis K, Stergiou A., Greece
12. CONSIDERATIONS OF AREA PARAMETER OF THE DEFLECTION BASIN ON THE STRUCTURAL EVALUATION OF FLEXIBLE PAVEMENTS , Santos C. R. G., Suzuki C. Y., Lopes F. M., Ferri S., Daibert R. F., Brazil
13. PROPOSITION OF BACKCALCULATION METHODOLOGY TO ESTIMATE THE STRUCTURAL BEHAVIOUR OF ASPHALT PAVEMENTS WITH CEMENT TREATED BASES , Ferri S., Santos C. R. G., Lopes F. M., Suzuki C. Y., Brazil
14. EXPERIMENTAL AND MODELLING STUDY TO EVALUATE LFWD MODULI OF BOTTOM ASH WASTE USED IN ROAD FOUNDATIONS , Ahmed A. T., Khalid H. A., Allen R. United Kingdom
15. LOCAL CALIBRATION OF THE INTERNATIONAL ROUGHNESS INDEX AASHTO MEPDG MODEL, Souliman M., Kaloush K., USA
16. COMPARING LIGHT WEIGHT DEFLECTOMETERS TO STANDARDIZE THEIR USE IN THE COMPACTION CONTROL , Marradi A., Betti G., Sangiorgi C., Lantieri C., Italy
17. TOP-DOWN CRACKING DEPTH MONITORING BY USING NON-DESTRUCTIVE ULTRASONIC TESTING IN PERPETUAL ASPHALT PAVEMENTS , Franesqui M. A., Gallego J., Del Val M. A., Spain
18. INTRODUCING A SIMPLE SEMI-AUTOMATED METHOD FOR PAVEMENT SURFACE CONDITION EVALUATION , Aflaki S., Hajikarimi P., Iran
Sustainability, Energy and Environment considerations, Specifications, Road safety
1. URBAN PAVEMENT MATERIALS: NEW STANDARD APPROACHES IN SÃO PAULO CITY HALL , Carregã Balzan D., Galletti F. V., Melo V. L., Ogata, J. T., Virgiliis A. L. C., Brazil
2. A BRIEF GUIDE FOR THE IMPLEMENTATION OF EUROPEAN STANDARDS FOR CONSTRUCTION AGGREGATES IN CYPRUS , Vrahimis S., Cyprus
3. PAVEMENTS CAN LAST LONGER , Athanasopoulou D. A., Kollaros G. A., Greece
4. COMPARISON OF CARBON EMISSIONS AND ENERGY CONSUMPTION FOR TWO ROAD MAINTENANCE SOLUTIONS , Mauduit C., Carle P., Dauvergne M., France
5. ANALYSIS OF THE EFFECTS OF PAVEMENT DEFECTS ON SAFETY OF POWERED TWO WHEELERS , Bella F., D’Amico F., Ferranti L., Italy
1. PROBLEMS AND FAILURES IN CONCRETE PAVEMENTS CONSTRUCTED IN FOREST AREAS OF EPIRUS , Papayianni I., Anastasiou E., Anastasiou G., Greece
2. DEVELOPMENT OF MASTER CURVES FOR ASPHALT MIXTURES USED IN ROMANIA , Racanel C., Burlacu A., Romania
3. LABORATORY COMPACTION OF ASPHALT MIXTURES: THE USE OF A SLAB HEAVY COMPACTOR, Montepara A., Rastelli S., Rota V., Italy
4. EVALUATION OF PG PLUS TEST RESULTS FOR POLYMER AND MODIFIED BINDERS , Gaitan L., Batten E., Nolan A., Mehta Y., Dahm K., Dusseau R., USA
5. THE MIX GRADATION INFLUENCE ON THE PERMANENT DEFORMATIONS RESISTANCE OF COMPACTED WMA , Petretto F., Sangiorgi C., Pettinari M., Dondi G., Italy
6. RUBBER-BITUMEN GRANULATE FOR ASPHALT PAVEMENTS – LABORATORY COMPARATIVE ANALYSIS , Sybilski D., Bańkowski W., Mirski K., Horodecka R., Wrobel A., Poland
7. ATHENS INTERNATIONAL AIRPORT: PROPER MAINTENANCE AND MANAGEMENT OF AIRFIELD PAVEMENTS SERVES FOR SMOOTH AIRPORT OPERATION , Nikoloudis K., Greece
8. STRUCTURAL RECYCLING OF PAVEMENT IN CROATIA , Sršen M., Trubeljak D., Orkić M,. Čulibrk T., Croatia
9. A STUDY INTO THE ABSORPTION PROPERTY OF RECYCLED CONCRETE AND RECLAIMED ASPHALT PAVEMENT MIXES, Ayan V., Azadani S. M. N., Omer R. J., Limbachiya M. C., United Kingdom
10. RADAR TECHNIQUE APPLICATION OF INTERLAYER IDENTIFICATION CONNECTIONS, Sudyka J., Krysiński L., Jaskuła P., Mechowski T.,Harasim P., Poland
11. COMPARATIVE ENVIRONMENTAL ASSESSMENT OF INNOVATIVE TECHNOLOGIES FOR PAVEMENTS , Iliadou E., Eliou N., Katsianis N., Greece
General Papers
1. Aschuri I., Woodwαrd D., Woodside A., UK
MODIFICATION OF ASPHALT CONCRETE USING FLY ASH AND WASTE PLASTIC
2. Uddin W., USA
3. Nicholls J.C., Carswell I., Williams J.T., Gibb M., UK
SERVICE LIVES OF THIN SURFACING SYSTEMS IN THE UK
4. Hassan M.M., Khalid H.A., Artamendi I., UK
USE OF RHEOLOGY TO STUDY BINDER PERMANENT DEFORMATION
5. Nikolaides A.F., GR
PREMATURE FAILURE OF FLEXIBLE PAVEMENTS IN GREECE: WHAT IS TO BLAME
6. Fortes M.R., Merighi J.V., Bandeira A.A., Pereira de Silva J.A., Balestra P.B., Bichoff R., Brazil
A PROPOSAL FOR A SYSTEM OF STRUCTURE PAVEMENT MANAGEMENT IN BUS CORRIDORS OF SAO PAULO
Pavement Materials
1. Sengoz B., Topal A., Tanyel S., Turkey
ENGINEERING PROPERTIES OF SBS MODIFIED BITUMEN FOR PAVING MIXES.
2. Topal A., Şengoz B., Isikyakar G., Turkey
BLENDING PROPERTIES OF EVA BASED POLYMER MODIFIED BITUMEN.pdf
3 Nikolaides A.F., Manthos E., Sarafidou M., GR
SBS MODIFIED AND CONVENTIONAL BITUMEN: PROPERTIES AND STATISTICAL ANALYSIS OF RESULTS
4. Nigen-Chaidron S., France
RHEOLOGICAL CHARACTERIZATION OF BITUMINOUS BINDERS FOR SPECIFICATION PURPOSES
5. Lo Bianco A., Madonia G., Italy
6. Zoorob S.E., Phillips P., UK
7. Zoorob S.E., Phillips P., UK
BACTERIAL DEGRADATION OF HYDROCARBONS WITH IMPLICATIONS FOR ASPHALTS, PART 2: ATTACK MECHANISMS
8. Grabowski W., Wilanowicz J., Slowik M., Sobol T., Poland
FUNCTIONAL PROPERTIES OF BAGHOUSE FILLERS FROM A DUST EXTRACTOR INSTALLED IN AN ASPHALT PLANT
9. Nicholls J.C., Lay J., Reid J.M., UK
THE POTENTIAL USE OF CEMENT KILN DUST (CKD) AS FILLER IN ASPHALT
10. Bogdanski B., Slowik M., Poland
ASSESSMENT OF POLISH ROAD AGGREGATES PROPERTIES CONSIDERING EUROPEAN STANDARDS REQUIREMENTS
11. Ribeiro R.C., Correia J.C.J., Seidl P., Soares J.B., Brazil
THE INFLUENCE OF DIFFERENT MINERALS ON THE MECHANICAL RESISTANCE OF ASPHALT MIXTURES
10. Nikolaides A.F., Manthos E., GR
11. Chikyala V., Puppala A., Bauman S., USA
COMBINED LIME AND CEMENT TREATMENT OF EXPANSIVE CLAY
Pavement design, Construction and Maintenance
1. Nicholls J.C., Hassan K.E., James D., Badr A.S.M., Calder A.J.J., UK
CRACK BRIDGING OF CRC PAVEMENTS WITH THIN ASPHALT SURFACING
2. Oliveira J.R.M., Zoorob S., Thom N., Pereira P.A.A., Portugal
A SIMPLE APPROACH TO THE DESIGN OF PAVEMENTS INCORPORATING GROUTED MACADAMS
3. Losa M., Marvogli M., Leandri P. Bacci R., Italy
STRUCTURAL ANALYSIS OF ASPHALT PAVEMENTS ON COLLECTOR RURAL ROADS
4. Cope M., Allen B., Zoorob S.E., UK
A STUDY OF THE EFFECT OF BITUMEN / VEGETABLE OIL BLENDS ON ASPHALT MIXTURE PERFORMANCE
5. Bandeira A.A., Merighi J.V., Fortes R.M., Brazil
CONTACT MECHANICS TECHNIQUES APPLIED TO STUDY 3D PAVEMENT STRUCTURE DESIGN
6. Momm L., Barra B.S., Brazil
7. Mouratidis A., GR
CONSTRUCTION AND PERFORMANCE OF ROCK EMBANKMENTS IN HIGHWAY ENGINEERING
8. Ravaioli S., Italy
ASPHALT IN RAILWAY APPLICATIONS A 30 YEARS OLD EXPERIENCE IN ITALY
9. Toraldo E., Lambrugo S., Italy
THE OPTIMIZATION OF PHOTO CATALYTIC MORTARS FOR ROAD PAVEMENTS
10. Karakaidou I., GR
THE LEGAL FRAMEWORK OF THE MAINTENANCE AND OPERATION OF GREEK HIGHWAYS
11. Evangelidis D., GR
PAVEMENT MAINTENANCE GUIDELINES AND PAVEMENT MEASUREMENTS IN EGNATIA ODOS MOTORWAY
Bituminous Mixtures
1. Mohammad L., Saadeh S., USA
LABORATORY EVALUATION OF ASPHALT MIXTURES USING SIMPLE PERFORMANCE TESTS
2. Ciampa D., Olita S., Italy
3. Beckedahl H.J., Sivapatham P., Germany
RESISTANCE AGAINST FATIGUE OF ASPHALT PAVEMENTS WITH DIFFERENT COMPACTION DEGREE
4. De Winne Ir.E., De Winne Ir.P., Belgium
COLD MIX ASPHALT SURFACINGS: EXPERIENCES IN BELGIUM
5. Agostinacchio M., Olita S., Italy
PERFORMANCE COMPARISON OF DIFFERENT TYPES OF POROUS TWIN-LAYERS FOR HIGH ROAD SAFETY STANDARD
6. Nikolaides A.F., GR
THIN SURFACING: FIRST LARGE SCALE APPLICATIONS IN GREECE
7. Bolzan P.E., Horst E., Kohl A., Argentina
SMA DOUBLE LAYER SOLUTIONS (SMA-DLS) FOR BOTH URBAN AND HIGHWAYS PAVEMENT PRESERVATION
8. Nicholls J.C., Jordan R.W., Hassan K.E., Williams J.T., Badr A.S.M., UK
ASPHALT SURFACING TO BRIDGE DECKS
9. Giacobi C., Layerle E., France
OPTIMIZATION OF THE SERVICE LIVES OF HIGHWAY SURFACE COURSES
10. Taherkhani H., Collop A.C., Iran
RECOVERY BEHAVIOUR OF ASPHALTIC MATERIALS
11. Oikonomou N., Mavridou S., Kazakopoulos A., GR
STUDY OF ASPHALT MIXTURES MODIFIED WITH TIRE RUBBER
12. Praticò F.G., Ammendola R., Moro A., Italy
ASSESSING THE ROLE OF MIX PROPERTIES ON THE CHEMICAL RESISTANCE OF BITUMINOUS FRICTION COURSES
13. Hassan M.M., Khalid H.A., UK
INCINERATOR BOTTOM ASH AGGREGATES IN BITUMINOUS MIXTURES
14. Agostinacchio M., Ciampa D., Diomedi M., Italy
15. Yusof M.A.W., Zoorob S.E., UK
POTENTIAL FOR INCORPORATING TIN SLAG IN ASPHALT MIXTURES, PART 1: MATERIAL CHARACTERIZATION
16. Yusof M.A.W., Zoorob S.E., UK
POTENTIAL FOR INCORPORATING TIN SLAG IN ASPHALT MIXTURES, PART 2: ASPHALT MIX PERFORMANCE
Highway and Pavement Management Systems and Network Operation Systems
1. Giacobi C., Layerle E., France
FOLLOW-UP OF THE PAVEMENT LEVEL OF SERVICE ON A FRENCH TOLL HIGHWAY NETWORK
2. Simon I., Layerle E., France
FRENCH HIGHWAY ASSET MANAGEMENT SYSTEMS
3. Reddy B.B., UK
PERFORMANCE BASED USER CHARGES IN MANAGING FLEXIBLE PAVEMENTS
4. Burrow M.P.N., Evdorides H., Wyatt C., UK
A MAINTENANCE MANAGEMENT SYSTEM FOR ROAD DRAINAGE ASSETS
5. Bantelas G., Evangelidis D., Lazaridis K., Koutraki M., GR
INFORMATION SYSTEMS AND USE OF ROUTINE MAINTENANCE DATA OF THE EGNATIA MOTORWAY
6. Mintsis G., Taxiltaris C., Basbas S., Filaktakis A., Koutsoukos K., Guy S.,Viskos E., GR
TEMPORAL EVOLUTION OF HGV TRAFFIC DATA ALONG THE EGNATIA ODOS MOTORWAY
7. Proios A., Mintsis G., Taxiltaris C., Basbas S., Filaktakis A., GR
8. Panetsos P., Kokkalis Al., GR
OVERLOADED VEHICLE IMPLICATIONS ON ROAD AND BRIDGE MAINTENANCE
Pavement recycling, Geotextiles, Safety at works and Effects of roadworks to the environment
1. Smiljanic M., Pap I., Tatic U., Serbia
THE APPLICATION OF COLD ASPHALT RECYCLING AS A FACTOR OF THE ENVIRONMENTAL PROTECTION
2. Oikonomou N., GR
USE OF RECYCLED AGGREGATES FOR COLD BITUMINOUS THIN LAYERS
3. Alevra A., Karaiskou E., Agelousi L., Polakis A., GR
4. Nicholls J.C., Mouillet V., Koenders B., Deygout F., Samuel P., UK
PROCEDURES FOR IDENTIFYING HAZARDS IN COMPONENT MATERIALS FOR ASPHALT
5. Ghataora G.S, Alobaidi I.M.H., Faragher Ed., Evdorides H., UK
USE OF SECONDARY MATERIALS FOR BACKFILLING UTILITY TRENCHES IN ROADS
6. Oikonomou N., Escioglou P., Mavridou S., GR
STUDY OF CONCRETE KERB UNITS MODIFIED WITH TIRE RUBBER
7. Grabowski W., Pozarycki A., Poland
AN EVALUATION OF ASPHALT PAVEMENT REINFORCEMENT WITH GEOCOMPOSITE AND GEOGRID
8. Imancli G., Kahyaoglu R., Sengoz B., Topal A., Turkey
THE DETERMINATION OF TENSILE STRENGTH OF DIFFERENT TEXTURED GEOTEXTILES USED IN ROAD CONSTRUCTION
9. Elsing A., Schröer S., Germany
EXPERIENCE FROM MORE THAN 30 YEARS OF ASPHALT REINFORCEMENT WITH POLYESTER GRIDS
10. Vansteenkiste S., Belgium
UV-SPECTROSCOPY AS A SCREENING TOOL FOR THE DETECTION OF TAR IN RECYCLED ASPHALT PAVEMENT
11. Carswell I., Nicholls J.C., Elliott R.C., Harris J., Self A., Williams J.T., UK
FEASIBILITY OF RECYCLING SURFACING MATERIALS BACK INTO THIN SURFACING SYSTEMS
12. Lancieri F., Marradi A., Mannucci S., Italy
LABORATORY PERFORMANCE EVALUATION OF CEMENT STABILIZED RECYCLED CRUSHED CONCRETE
Pavement assessment and Surface characteristics
1. Woodward D., Woodside A., Phillips P., Shammohammadi R.,Walsh I., UK
THE DEVELOPMENT OF VERY EARLY LIFE SKID RESISTANCE
2. Yaacob Y., McErlean P., Woodward D., Woodside A., UK
LABORATORY PREDICTION OF ROAD/TYRE NOISE AND ROLLING RESISTANCE
3. Strong A., Nursetiawan, Woodward D., Woodside A., UK
SUSTAINABLE DRAINAGE CHARACTERISTICS INFLUENCED BY ENVIRONMENTAL AND TOPOGRAPHICAL CONDITIONS
4. Kokkalis A., Nerantzis Th. Papaioannou P., Basbas S., GR
TELEMATIC MOTORWAY MONITORING AND CONTROL
5. Santagata E., Barbati S., Italy
USE OF THE GROUND PENETRATING RADAR (GPR) FOR THE DISTRESS EVALUATION OF FLEXIBLE PAVEMENTS
6. Evdorides H., Burrow M., UK
DATA PRE-PROCESSING TECHNIQUES FOR PAVEMENT STRUCTURAL EVALUATION
7. Evdorides H., Burrow M., Suherman S., UK
A RELIABILITY STUDY OF PAVEMENT PERFORMANCE PREDICTION
8. Layerle E., Giacobi C., France
PAVEMENT CONDITION SURVEY POLICY OF A HIGHWAY NETWORK IN FRANCE
Specifications, Road safety, Street furniture and Road marking materials
1. Cuomo G., Italy
2. Nikiforiadis Α., GR
THE APPLICATION OF EUROPEAN STANDARD EN 1317 FOR ROAD RESTRAINT SYSTEMS
3. Nikiforiadis Α., Tsantsanoglou Α., GR
THE NEW DRAFT OF GREEK STANDARD FOR ROAD RESTRAINT SYSTEMS
4. Kehagia F., Perka Th., GR
THE DEVELOPMENT OF GREEK VEHICLE RESTRAINT SYSTEMS
5. Tsantsanoglou Ath., Nikiforiadis A., GR
EVALUATION OF ROAD MARKINGS AND THEIR TECHNICAL SPECIFICATIONS IN GREECE
6. Nicholls J.C., Carswell I., Vanelstraete A.N., Hirsch V., Blab R., UK
ANALYSIS OF AVAILABLE DATA FOR VALIDATION OF BITUMEN TESTS
7. Mouratidis A., GR
ROAD SAFETY AUDIT ON NATIONAL AND REGIONAL NETWORKS
8. Eliou N., Vogiatzis K., GR
9. Tsantsanoglou A., Kokkalis Al., GR
Pavement Materials
1. Goulias D., USA
CHARACTERIZATION AND IMPROVED DESIGN OF MODIFIED ASPHALT PAVEMENT MIXTURES
2. Khalid H.A, Artamendi I., U.K.
3. Lee K., Kim J.H., Jeon J.H., Korea
ENGINEERING PROPERTIES OF ASPHALT BINDER MODIFIED BY SLAG DUST
4. Su Z., Giezen W., Oikonomou N., Aloupis E., Ioannides J., Netherlands
ELASTOMER MODIFIED BITUMEN AND ITS VERSATILE APPLICATIONS
5. Kanunnikov O.V., Bashkatova V. A., Russia
MODERN HOT-APPLIED MODIFIED BITUMEN SEALANT FOR AIRFIELD PAVEMENTS JOINTS
6. Lee K.W., Soupharath N., Shukla A., Franco C.A., USA
PROPERTIES OF EXTRACTED BINDER FROM RECLAIMED ASPHALT PAVEMENT
7. Artamendi I., Eastmont G.C., Khalid H.A., U.K.
8. Páez Dueňas A. Bardesi Orue-Echevarria A., Spain
RELATIONSHIPS BETWEEN RHEOLOGY OF MIX AND BINDER. APPLICATION TO HIGH MODULUS
9. Al Nageim H., U.K.
THE PERFORMANCE OF BITUMINOUS MIXTURES CONTAINING UPGRADED LOW QUALITY AGGREGATES
10. Su Z., Giezen W ., Oikonomou N., Aloupis E., Ioannides J., Netherlands
STRATEGIC MAINTENANCE OF PAVEMENT BY SEALING WITH A SPECIAL MIXTURE OF BITUMINOUS EMULSIONS
11. Grabowski W., Slowik M., Poland
TESTING OF CREEP OF BASE AND POLYMER MODIFIED BINDERS AT LABORATORY CONDITION
12. Ergun M., Iyinam S.,Iyinam A.F., Turkey
DOES SURFACE TEXTURE OF ASPHALT CONCRETE PAVEMENT AFFECT SKID RESISTANCE OF ROAD?
13. Mohammad L.N., Raqid A., Wu Z., USA
MEASUREMENT OF INTERLAYER BOND STRENGTH THROUGH DIRECT SHEAR TESTS
14. Fernandes J.J.L., Lilian Tais de Gouveia, Brazil
LABORATORY EVALUATION OF THE FINE AGGREGATE ANGULARITY (FAA) TEST
15. Uluaylé M., Turkey
UTILIZATION OF ANTI-RUTTING ADDITIVES AND EXPERIENCE GAINED IN TURKEY
Pavement design, Construction and Maintenance
1. Gillespie R., Roffe J.C., France
FIBRE-DEC: A FIBRE-REINFORCED MEMBRANE TO INHIBIT REFLECTIVE CRACKING
2. Jacobs M.M.J., Ganzeveld K.F.M., Netherlands
3. Uijting B.G.J., Jenner C.G., Gilchrist A.J.T., U.K.
4. Minnecker H., Papakiriakopoulos P., Kokkalis A., GR
FIBRE-REINFORCED ASPHALTIC CONCRETE FOR HIGH STRESSED PAVEMENT AREAS
5. Grivas D.A., Schultz B.C., USA
ASPHALT PAVEMENT DENSITY VARIATION: INSIGHTS FOR PREVENTIVE MAINTENANCE
6. Kloubert H.J., Germany
ASPHALT MANAGER WITH HIGH EFFICIENT COMPACTION SYSTEM FOR BETTER ROADS
7. Bull-Wasser R., Germany
COMPACT ASPHALT AS AN INNOVATIVE CONSTRUCTION PROCESS
8. Santagata E., Bassani M., Italy
FULL-SCALE INVESTIGATION ON THE VOLUMETRIC RELATIONSHIP BETWEEN LABORATORY AND IN-SITU COMPACTION
9. Kolias S., Karahalios A., GR
FOUNDATION OF SUB-BASE COURSE STABILIZED WITH UNTREATED FLY ASH WITH OR/AND WITHOUT CEMENT
10. Norrison H., Australia
11. Steen E.R., Denmark
ROAD MAINTENANCE; CAUSES TO HIGHLIGHT WHEN CHOOSING BETWEEN GEOSYNTHETICS
12. Mouratidis A., Nikolidakis P., GR
SETTLEMENT ANALYSIS OF A ROADWAY EMBANKMENT BODY
13. Balbo J.T., Pereira D.S., Brazil
MECHANICAL RESPONSE OF ULTRA THIN WHITETOPPING OVER FLEXIBLE AND SEMI-RIGID ASPHALT PAVEMENTS
14. De Corte Ir. W., De Winne E., De Leersnyder Ir. D., Belgium
15. Sangiorgi C., Collop A.C., Thom N.H., U.K.
LABORATORY ASSESSMENT OF BOND CONDITION USING THE LEUTNER SHEAR
16. Eskioglou P., GR
THE OVERLAY OF FOREST ROAD PAVEMENT BY LOCAL BY-PRODUCTS
17. Yotis A., GR
FLEXIBLE AND RIGID PAVEMENTS: TECHNO-ECONOMICAL COMPARISON FOR CONSTRUCTION IN GREEK MOTORWAYS
18. Papaioannou G., Voelker W.H., GR
19. Nikolaides A., GR
NEW DESIGN METHODOLOGY FOR FLEXIBLE PAVEMENTS
20. Roffe J.C., Lafon J.F., France
ROADS PAVEMENTS PRESERVATION CHOICE AND OVERVIEW OF MAINTENANCE TECHNIQUES
Bituminous Mixtures
1. Uddin W., Garza S., USA
2. Crisman B., Nappi A., Italy
A NUMERICAL APPROACH TO THE ANALYSIS OF VISCOUS- PLASTIC SYSTEMS
3. M. Neifar, Di Benedetto H., France
COMPLEX MODULUS OF BITUMINOUS MIXES: HOW TO INTERPRET MEASUREMENTS
4. Szydlo A., Mackiewicz P., Poland
INFLUENCE OF RHEOLOGICAL PARAMETERS OF BITUMINOUS MIXTURES ON THEIR DEFORMATION DURING RUTTING TEST
5. Fernandes Jr.J.L., Bertollo S.A.M., Bernucci L.B., Edson de Moura, Brazil
LABORATORY EVALUATION OF DENSE ASPHALT MIXTURES MODIFIED WITH THE ADDITION OF RUBBER
6. Reddy B. Veeraragavan A., U.K.
MECHANISTIC-EMPIRICAL BEHAVIOR OF IN-SERVICE FLEXIBLE PAVEMENTS IN INDIA
7. Hall K. D., Griffith F., Stacy G.W., USA
A COMPARISON OF TESTING VARIABILITY FOR BULK SPECIFIC GRAVITY OF HOT MIX ASPHALT
8. Nikolaides A., GR
THIN SURFACING FROM HOT BITUMINOUS MIXTURE DESIGN-APPLICATION
9. Nicholls J.C., Carswell I.G., Williams J.T., U.K.
DURABILITY OF THIN SURFACING IN THE UNITED KINGDOM
10. Canestrari F., Santagata E., Tesoriere G., Italy
PERFORMANCE-RELATED EVALUATION OF SLURRY SURFACINGS BY MEANS OF THE ASTRA TEST METHOD
11. Norrison H., Holden Jim, J. McManus K., Australia
MODELING OF SUB-SURFACE CRACKS IN THIN AC SURFACING FOR URBAN LOCAL ROADS
12. Loizos A., Papavasileiou V., Prapidis A., GR
EVALUATION OF SMA MIXES IN THE LABORATORY
13. Woodside A.R., Woodward W.D.H., Akbulut H., U.K.
THE USE OF STONE MASTIC ASPHALT IN HIGH STRESS LOCATIONS
14. Santagata E., Chiappineli G., Italy
THE EFFECT OF FIBRES ON THE RHEOLOGICAL AND FAILURE PROPERTIES OF BITUMINOUS MASTICS AND MIXTURES
15. Punith V.S., Thyagaraj M.N., Veeraragavan A., USA
16. Huang B., Mohammad L.N., USA
LABORATORY COMPARISONS AND NUMERICAL ANALYSIS OF OPEN-GRADED ASPHALT TREATED DRAINABLE BASE MIXTURES
17. Lafon J.F., France
USE OF GRAVE EMULSION FOR ROAD RE-PROFILING
18. Jimenez P., Miro Recasens R., Spain
COLD RECYCLED ASPHALT MIXTURE DESIGN
19. Şengöz B., Topal A., Turkey
USE OF HYDRATED LIME AS AN ANTI-STRIPPING ADDITIVE IN HOT MIX ASPHALT
20. Thom N., Choi Y., Harireche O., U.K.
THE INFLUENCE OF AGGREGATES PROPERTIES ON ASPHALT PERFORMANCE
21. Chaignon F., Roffe J.C., France
CHARACTERIZATION TESTS ON BOND COATS: WORLDWIDE STUDY, IMPACT, TESTS, RECOMMENDATIONS
22. Punith V.S., Umesh R.K., Kumar B.V.K., Veeraragavan A., USA
STUDIES ON TENSILE AND FATIGUE CHARACTERISTICS OF PLASTIC MODIFIED BITUMINOUS CONCRETE MIXES
23. Bogdański B., Slowik M., Poland
24. De Winne E., De Corte Ir. W., Belgium
BITUMINOUS PAVEMENTS: DEVELOPMENTS AND EXPERIENCES IN BELGIUM
Highway and Pavement Management Systems and Network Operation Systems
1. Manariotis I., Theodorakopoulos D., Chassiakos A., GR
A DECISION SUPPORT SYSTEM FOR HIGHWAY PAVEMENT MANAGEMENT
2. Iyinam S., Iyinam A., Ergun M., Turkey
AN EXAMPLE FOR STRATEGIES OF TURKISH HIGHWAY PAVEMENT MAINTENANCE WORKS
3. Flintsch G.W., Kuttesch J., USA
ENGINEERING ECONOMIC ANALYSIS TOOLS FOR PAVEMENT MANAGEMENT
4. Karakaidou I., GR
MANAGEMENT OF THE MAINTENANCE AND OPERATION OF GREEK MOTORWAYS
5. Karakaidou I., Evagelidis D., Bantelas G., Voudouris P., GR
ROUTINE MAINTENANCE MANAGEMENT SYSTEM FOR EGNATIA ODOS
6. Nikiforiadis A., GR
MANAGEMENT OF MAINTENANCE WORKS IN HIGHWAY NETWORKS USING THE ASSIGNMENT PROBLEM
7. Kokkalis A., Ioannidi A., Pardali E., GR
THE STRUCTURE OF AN INTEGRATED PAVEMENT MAINTENANCE MANAGEMENT SYSTEM-PROGRAMME RIMES
8. Evagelidis D., Bantelas G., Tsantsanoglou A., Saramourtsis A., GR
INVENTORY AND LINEAR MAINTENANCE REFERENCING SYSTEM FOR EGNATIA ODOS HIGHWAY
9. Panos s G., Chassiakos A., Theodorakopoulos D., Vagiotas P., GR
DEVELOPMENT OF AN EXPERT SYSTEM FOR PAVEMENT MANAGEMENT
10. Mintsis G., Nikolaides A., Taxiltaris Chr., Patonis Ph., Filaktakis A., GR
11. Loizos A., Abacoumkin K., GR
Pavement recycling, Geotextiles, Safety at works and Effects of roadworks to the environment
1. Lee K.W., Brayton T.E., Harrington J., Huffman J., USA
2. Kolias S., Giannakidis O., Kiriazis Z., GR
COLD RECYCLING OF ASPHALT MIXES WITH EMULSION OR/AND CEMENT-MECHANICAL PROPERTIES
3. Pap I., Smiljanic M., Yugoslavia
EXPERIENCE WITH REMIX-PLUS RECYCLING PROCESS IN YUGOSLAVIA
4. Woodward W.D.H., Woodside A.R., Collins RJ., Jellie JK., Harrex R., U.K.
THE USE OF RECYCLED BITUMINOUS FLAT ROOFING SYSTEMS IN HOT ASPHALT MIXES
5. Nicholls J.C., Lay J., U.K.
CRUSHED GLASS IN ASPHALT FOR BINDER COURSE AND ROAD-BASE LAYERS
6. Kolias S., Avloniti S., Katsakou M., GR
7. Loukidis B., Kokkalis A., Skarvelakis S., Atzeni M., GR
ENSURING THE EFFECTIVE MANAGEMENT OF HEALTH AND SAFETY IN HIGHWAY CONSTRUCTION
8. Uijting B.G.J., Jenner C.G., Gilchrist A.J.T., U.K.
EVALUATION OF 20 YEARS EXPERIENCE WITH ASPHALT REINFORCEMENT USING GEOGRIDS
9. Georganopoulos Chr., Tsavala A., Georgiadou A., Kokkalis A., GR
Pavement surface characteristics
1. Woodward W.D.H., Woodside A.R., Jellie J.K, U.K.
DEVELOPMENT OF EARLY LIFE SKID RESISTANCE FOR HIGH STONE CONTENT ASPHALT MIXES
2. Voelker W.H., Papaioannou G., GR
3. Hager H.J., Voelker W.H., Germany
IMPROVEMENT ASPHALT PAVEMENTS ON HIGHWAYS IN GERMANY THROUGH MICRO SURFACING
4. Harverson D., U.K.
THE DEVELOPMENT OF STANDARDS FOR ROAD AND RUNWAY FRICTION TESTING
5. Loizos A., Plati Chr.m Kanellaidis G., GR
EVALUATION OF ROUGHNESS FOR EXISTING BITUMINOUS PAVEMENTS
6. Loizos A., Papavasilleiou B., GR
COPE WITH PERMANENT DEFORMATION OF URBAN ROADS USING MODIFIED ASPHALT MIXES
7. Vogiatzis K., GR
Οther Highway engineering subjects
1. Van der Heide J.P., Nicholls J.C., U.K.
HARMONIZED EUROPEAN ASPHALT TEST METHODS
2. Hamzah M.O., Samsuddin A.H.H., Malaysia
3. Nikiforiadis A., GR
EUROPEAN ROAD MARKING STANDARDS APPLICATION –POSSIBILITIES AND PROBLEMS IN GREECE
4. Tsohos G., Kehagia F., GR
IMPLEMENTATION OF THE PRINCIPLE OF SUSTAINABILITY TO THE EVALUATION OF HIGHWAY CONSTRUCTION METHODS
5. Oikonomou N., Tsantsanoglou A., Mpampounaki M., MpakanakiA., Makri E., Nicholls J., Woodside A.R., GR
ROAD TRIAL OF MARKINGS ON A GREEK MOTORWAY
6. Nikiforiadis A., GR
SAFETY BARRIERS EUROPEAN STANDARDS AND GREEK REALITY
7. Panagolia Chr., Chassiakos A., Vagiotas P., Theodorakopoulos D., GR
INVESTIGATING THE EFFECT OF ROAD CONDITION ON TRAFFIC SAFETY
1. Zoorob S. A, Cabrera J. G., UK
LABORATORY INVESTIGATION ON THE FATIGUE PROPERTIES OF LOW ENERGY HOT ROLLED ASPHALT
2. Cvetanovic A., Mladenovic G., Yugoslavia
STIFFNESS MODULUS OF ASPHALT MIXES
3. Cooper K. E., UK
THE FUNTAMENTAL PROPERTIES OF BITUMINOUS MIXTURES AND THEIR MEASUREMENT
4. Wyckoff C., USA
THE DEVELOPMENT OF ASPHALT EMULSION MIXES IN THE NORTHWESTERN UNITED STATES
5. Khalid H., Eta K., UK
MIX DESIGN AND PERFORMANCE OF CONVENTIONAL AND MODIFIED EMULSION BESED ASPHALTIC PAVING MATERIALS
6. Kolias S., Katsakou M., GR
7. Woodside A. R., Woodward W. D. H., Clements H. W., UK
INHIBITING REFLECTING CRACKING
8. Cabrera J. G., Zoorob S., UK
FIELD PERFORMANCE OF LOW ENERGY HOT ROLLED ASPHALT
9. Tadeubalbo J., Cintra P. J., Brazil
FATIGUE VERIFICATION CRITERIA FOR SEMI-RIGID PAVEMENTS
10. Loizos A., Deliporanidis G., Theodoropoulos P., GR
11. Evdorides H., Nikolaides A., GR
DETERMINATION OF MECHANICAL PROPERTIES FOR PAVEMENT MODELLING: REVIEW
12. Kolias S., Kirkili E., GR
TEMPERATURE MEASUREMENTS OF ASPHALTIC LAYERS IN FLEXIBLE PAVEMENTS
13. Imbarek M. O., Smith J. W., UK
A GENERAL METHOD FOR CALCULATING TEMPERATURES IN LAYERED HIGHWAY PAVEMENTS
14. Eskioglou P., GR
LOW-VOLUME ROAD DESIGN: APPLICATION FOR FOREST ROADS
15. Mintsis G., Taxiltaris Ch., Nikolaides A. F., GR
COMPARATIVE STUDY OF THE DYNAMIC CHARACTERISTICS OF HEAVY VEHICLES IN THE NATIONAL ROAD NETWORK
16. Nikolaides A., Mintsis G., GR
CONVERSION OF TRAFFIC VOLUME OF ALL GREEK ROAD NETWORK INTO EQUIVALENT STANDARD AXLE LOADS
17. Moodley K., Doukas A. F., UK/GR
THE POTENTIAL OF DESIGN-BUILD-MAINTAIN AS A MEANS OF ROAD PROCUREMENT
18. Kokkalis A., GR
A MODEL FOR THE SELECTION OF GEOTEXTILE BEEN LAID IN THE PAVEMENT-SUBGRADE INTERFACE
19. Despotovic J., Yugoslavia
CAPACITY AND EFFICIENCY OF INLETS WITHIN DRAINAGE OF RAINFALL WATER FROM PAVEMENT
20. Grabowski W., Slowik M., Poland
SBS POLYMER ADDITION FOR IMPROVING THE PLASTIC PROPERTIES OF ROAD BITUMENS USED IN POLAND
21. Pap I., Smiljanic M., Yugoslavia
22. Economou N. D., Savvopoulos G. S., GR
MODIFIED BITUMEN: QUALITY CONTROL AND PROPOSED SPECIFICATIONS
23. Cabrera J. G., Ali M. K., UK
TENSILE BEHAVIOUR OF THIN FILMS OF BITUMEN
24. Imbarek M. O., Yudono B., Roberts D. J., Smith J. W., UK
THE LOSS OF VOLATILE COMPOUNDS OF ASPHALT BINDER IN HOT ARID CLIMATES
25. Woodward W. D. H., Perry M. J., UK
AN EXAMINATION OF THE FACTORS AFFECTING THE POLISHING OF AGGREGATES EXPOSED AT THE ROAD SURFACE
26. Woodside A. R., Russell T. E. I., UK
CONCEPT OF BITUMEN TO AGGREGATE ADHESION
27. Mouratidis An., Nikolidakis P., GR
INVESTIGATION ON THE USE OF RED MUD IN HIGHWAY ENGINEERING
28. Frantsis A., Athanasopoulou A., Kollaros G., GR
29. Colwill D. M., UK
EUROPEAN STANDARDS FOR HIGHWAY CONSTRUCTION
30. Stefanovic M., Djuran J., Yugoslavia
EVALUATION OF PAVEMENT SURFACE TREATMENT WITH MICRO ASPHALT ON MAIN ROADS IN YUGOSLAVIA
31. Gaspar L., Kuna E., Hungary
SURFACE DRESSINGS IN THE HUNGARIAN HIGHWAY PAVEMENT MANAGEMENT
32. Nikolaides A. F., GR
POROUS FRICTION COURSES: APPLICATION IN NORTHERN GREECE
33. Loizos A., Fatseas G., GR
EVALUATION OF THE RIDE QUALITY FOR THE MAINTENANCE OF ASPHALT PAVEMENTS
34. Tsohos G., GR
MODELS OF DISTRESSES PREDICTION ON RIGID PAVEMENTS
35. Pehlivanidis M., GR
APPLICATIONS OF EXPERT SYSTEMS ON THE DIAGNOSES OF PAVEMENT SURFACE DEFECTS
36. Al Nageim H., Al Hakim, Morley D., UK
EVALUATION OF PAVEMENT MECHANICAL PROPERTIES USING NON-DESTRUCTIVE TECHNIQUE
37. Evdorides H., Snaith M., UK
AN INTELLIGENT DATABASE SYSTEM FOR ROAD CONDITION ASSESSMENT
38. Lazarides M., GR
ROAD SURFACE AS A PARAMETER IN TRAFFIC NOISE PREDICTION MODELS
39. Pan J. K., Duffell J. R., UK
THE DEVELOPMENT OF A PAVEMENT MAINTENANCE SYSTEM FOR MINOR ROADS
40. Mijuskovic V., Mladenovic G., Yugoslavia
HARMONIZATION OF PROJECT-LEVEL AND NETWORK LEVEL PAVEMENT MANAGEMENT SYSTEMS
41. Stefanovic M., Djuran J., Yugoslavia
42. Papaioannou P., Basbas S., GR
INTEGRATED SYSTEMS OF ROAD NETWORK MANAGEMENT: INVENTORY OF ROAD CHARACTERISTICS
Bituminous mixtures and Pavements
1. Cabrera J. G., UK
HOT BITUMINOUS MIXTURES: DESIGN FOR PERFORMANCE
2. Nikolaides A. F., GR
DENSE GRADED COLD EMULSION MIXTURES: PROPOSED MIX DESIGN METHOD
3. Iliouύ N., GR
THE EFFECT OF PTOLEMAIDA’S FLYING ASH TO THE MECHANICAL BEHAVIOUR OF ASPHALTIC CONCRETE
4. Leontaridis D., Nikolaides A.F., Tsohos G., Dalaveras A., Kimoundris A., GR
BEHAVIOUR OF ASPHALTIC CONCRETE TYPE A265 IN PERMANENT DEFORMATION
5. Kollaros G., Athanasopoulou A., GR
EFFECT OF THE “RELIABILITY” FACTOR ON THE DESIGN OF FLEXIBLE PAVEMENTS THICKNESS
6. Tsohos G., GR
7. Stergiadis G., Eskioglou P., GR
THE FLEXIBLE PAVEMTNS IN FOREST ROADS AND THEIR ECONOMICAL THICKNESS DESIGN
8. Mouratidis A., GR (abstract only in Greek)
IMPACT OF VEHICLE LOADS ON PAVEMENT PERFORMANCE
9. Mintsis G., Nikolaides A. F., Tsohos G.,GR
Construction and Behavior of pavements
10. Lafon J. F., France
COLD MIXES FOR MAINTENANCE AND CONSTRUCTION OF ROADS: FRENCH EXPERIENCE
11. Nikolaides A.F., GR
DENSE GRADED COLD MIX FOR THE CONSTRUCTION OF STRENGTHENING OVERLAYER: TRIAL SECTION IN INDONESIA
12. Cabrera J. C., Hassan T., UK
QUALITY CONTROL DURING CONSTRUCTION OF BITUMINOUS MIXTURES USING A SIMPLE AIR PERMEABILITY TEST
13. Athanasopoulou A., GR
14. Kaklamanos P., Marchand J. P., Martineau Y., GR
15. Collios A., Gialidis K., GR
GEOSYNTHETIC MATERIALS FOR CONTROLLING THE CRACKS IN PAVEMENTS
Pavement Maintenance
16. Colwill D. M., Daines M. E., Nicholls J. C., UK
17. Woodside A. R., Woodward W. D. H., Οικονόμου Ν., UK/GR
A COMPARISON OF SURFACING MATERIALS USED IN GREECE AND UNITED KINGDOM
18. Khalid H., UK
19. Athanasopoulou A., Kollaros G., Haritos H., GR
20. Nikolaides A. F., Ekonomou N., Doukas A. D., Fanoules A., GR
FACTORS AFFECTING THE WT TRACK ABRATION OF SLURRY SEAL MIXTURES
21. Nikiforiadis A., GR
22. Papakatsikas Ch., Economou N., GR
SLURRY SEALING METHOD IN CONSTRUCTION OF SKID RESISTANT PAVEMENT SURFACES
Additives for hot and cold mixtures
23. Valkering C. P., Robertus C.
CHARACTERIZATION OF THE RESISTANCE TO DEFORMATION OF ASPHALT MIXES WITH SBS-MODIFIED BINDERS
24. Economou N., Nikolaides A. F. GR
25. Tsohos G., Nikolaides A.F., Tressos N., GR
THE EFFECT OF BITUMEN MODIFIERS ON THE RHEOLOGICAL PROPERTIES OF BITUMEN
26. Nikolaides A. F. Tsohos G., GR
MECHANICAL PROPERTIES OF ASPHALTIC CONCRETE TYPE A265-B WITH MODIFIED BITUMENS
Pavement Management
27. Koutsopoulos H. N., Kapotis B. I., GR
AUTOMATIC COLLECTION OF DATA FOR PAVEMENT SURFACE DISTRESSES
28. Nikolaides A.F., Evangelidis D., Mintsis G., GR (abstract only in Greek)
ΔΙΑΧΕΙΡΙΣΗ ΠΡΟΒΛΗΜΑΤΟΣ ΣΥΝΤΗΡΗΣΗΣ ΕΥΚΑΜΠΤΩΝ ΟΔΟΣΤΡΩΜΑΤΩΝ ΜΕ ΤΗΝ ΒΟΗΘΕΙΑ ΠΡΟΓΡΑΜΜΑΤΟΣ Η/Υ