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5o Διεθνές Συνέδριο Ασφαλτικά Μίγματα & Οδοστρώματα, 1-3 Ιουνίου 2011 Εκτύπωση E-mail

Κατάλογος Επιστημονικών Ανακοινώσεων 5ου Διεθνούς Συνεδρίου "Ασφαλτικά Mίγματα και Οδοστρώματα"

(Για Περίληψη ανακοίνωσης πατήστε πάνω στη σχετική ανακοίνωση)

 

Γενικές Ανακοινώσεις

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

Ασφαλτικά συνδετικά υλικά, Ασύνδετα Υλικά

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

Σχεδιασμός, Κατασκευή και Συντήρηση οδοστρωμάτων

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
4IDENTIFICATION 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 LAYERSNúñez 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

Ασφαλτικά μίγματα

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
39ON THE DEVELOPMENT OF A NEW TEST METHODOLOGY FOR MOISTURE DAMAGE SUSCEPTIBILITY OF ASPHALT CONCRETE, Kringos N., Khedoe R., Scarpas A., De Bondt A., Netherlands
40EFFECTS OF ANTI-STRIPPING AGENT ON WARM POROUS ASPHALT MIX INCORPORATING SASOBIT®, Hamzah M.O., Aman M. Y., Shahadan Z., Malaysia
41RESISTANCE 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
 
Συστήματα Διαχείρισης και Λειτουργίας Οδοστρωμάτων και Οδικών δικτύων

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

Ανακύκλωση, Ασφαλτικά πλέγματα και γεωϋφάσματα

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
3A 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

Αξιολόγηση οδοστρωμάτων, Επιφανειακά χαρακτηριστικά

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
15LOCAL 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

Παράταση ζωής οδοστρωμάτων, Ενεργειακή και περιβαλλοντική θεώρηση, Προδιαγραφές και Οδική ασφάλεια

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

Ανακοινώσεις σε Poster

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

 

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