{"id":3712,"date":"2007-09-15T09:00:35","date_gmt":"2007-09-15T07:00:35","guid":{"rendered":"https:\/\/www.siiv.net\/new\/?p=3712"},"modified":"2025-02-06T15:38:52","modified_gmt":"2025-02-06T14:38:52","slug":"xvii-convegno-siiv-4th-international-siiv-congress-siiv-2007-advances-in-transport-infrastructures-and-stakeholders-expectations","status":"publish","type":"post","link":"https:\/\/www.siiv.net\/new\/xvii-convegno-siiv-4th-international-siiv-congress-siiv-2007-advances-in-transport-infrastructures-and-stakeholders-expectations\/","title":{"rendered":"4th International SIIV Congress SIIV 2007 | Advances in Transport Infrastructures and Stakeholders Expectations"},"content":{"rendered":"<h2><span style=\"color: #333399;\"><img fetchpriority=\"high\" decoding=\"async\" class=\"alignnone wp-image-10581\" src=\"https:\/\/www.siiv.net\/new\/wp-content\/uploads\/2007\/09\/SIIV-PAlermo1_q-261x300.jpg\" alt=\"\" width=\"345\" height=\"397\" srcset=\"https:\/\/www.siiv.net\/new\/wp-content\/uploads\/2007\/09\/SIIV-PAlermo1_q-261x300.jpg 261w, https:\/\/www.siiv.net\/new\/wp-content\/uploads\/2007\/09\/SIIV-PAlermo1_q-891x1024.jpg 891w, https:\/\/www.siiv.net\/new\/wp-content\/uploads\/2007\/09\/SIIV-PAlermo1_q-768x883.jpg 768w, https:\/\/www.siiv.net\/new\/wp-content\/uploads\/2007\/09\/SIIV-PAlermo1_q-1336x1536.jpg 1336w, https:\/\/www.siiv.net\/new\/wp-content\/uploads\/2007\/09\/SIIV-PAlermo1_q-1782x2048.jpg 1782w\" sizes=\"(max-width: 345px) 100vw, 345px\" \/><\/span><\/h2>\n<h2><span style=\"color: #333399;\">4th International SIIV Congress SIIV 2007 | Advances in Transport Infrastructures and Stakeholders Expectations<\/span><\/h2>\n<h3><span style=\"color: #333399;\"><strong>Palermo<\/strong> | 12-14 September <strong>2007<\/strong><\/span><\/h3>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>SIIV Lectures: <a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080221214249.pdf\">Road Safety Evolution, Revolution, Convolution and Resolution: a North American Perspective<\/a><\/p>\n<p>prof. <em><strong>Bhagwant N. Persaud<\/strong><\/em> | Ryerson University | Toronto, Canada<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p><strong>SESSION A1 \u2013 PAVEMENT<\/strong><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080108102158.pdf\">Agostinacchio M.la, Ciampa D., Olita S.<br \/>\nTHE EVALUATION OF STRESS-STRAIN STATE OF ASPHALT BRIDGE JOINTS FOR HIGH STRUCTURAL DURABILITY<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080108102147.pdf\">Agostinacchio M., Cuomo G.<br \/>\nASPHALT CONCRETE PAVEMENT REINFORCEMENT THROUGH THE ADDITION OF MICRO-FIBRES AND STEEL MESHES<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080107220740.pdf\">Augeri M.G., Colombrita R., Moliteo G.<br \/>\nCOMPARISON BETWEEN TWO DIFFERENT VOLUMETRIC METHODS FOR MEASUREMENT OF PAVEMENT SURFACE MACROTEXTURE<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080108102450.pdf\">Baldo N.<br \/>\nADVANCED CONSTITUTIVE MODELING OF BITUMINOUS MATERIALS BY ENERGETIC APPROACH: FORMULATION, CALIBRATION AND EXPERIMENTAL EVALUATION<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080108102107.pdf\">Ba\u0144kowski W., Sybilski D.<br \/>\nENERGETIC METHOD AS AN ALTERNATIVE FOR CONVENTIONAL METHOD IN FATIGUE LIFE ANALYSIS OF BITUMINOUS MIXTURES<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080108102339.pdf\">Birgisson B., Montepara A., Romeo E., Roque R., Tebaldi G.<br \/>\nTHE EFFECT OF SBS ASPHALT MODIFIER ON HOT MIX ASPHALT (HMA) MIXTURE CRACKING RESISTANCE<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080108102517.pdf\">Bocci M., Virgili A., Grilli A., Pannunzio V.<br \/>\nEXPERIMENTAL ANALYSIS OF THE POTENTIALITIES AND LIMITS OF ASPHALT MIXTURES BY ADDING ZEOLITE<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080108102415.pdf\">Boscaino G., Celauro B., Celauro C., Amadore A.<br \/>\nEXPERIMENTAL TESTING FOR PHYSICAL AND FUNCTIONAL CHARACTERIZATION OF WEARING COURSES<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080107214806.pdf\">Bosurgi G., Trifir\u00f2 F.<br \/>\nPAVEMENT DESIGN AND MAINTENANCE VIA GENETIC ALGORITHMS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080107214432.pdf\">Bucchi A., Picariello F, Cocurullo A, Sangiorgi C.<br \/>\nASSESSMENT OF MECHANICAL TESTS FOR STIFFNESS MODULUS DETERMINATION OF BITUMINOUS MIXTURES<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080108102315.pdf\">Cafiso S., Di Graziano A.<br \/>\nSTRUCTURAL DETERIORATION OF AC PAVEMENTS WITH AND WITHOUT STEEL REINFORCEMENT. IN FIELD EXPERIMENTAL COMPARISON<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080108102439.pdf\">Cardone F., Cerni G., Colagrande S., Virgili A.<br \/>\nCORRELATION BETWEEN BINDER AND BITUMINOUS MIXTURE FATIGUE BEHAVIOUR<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080107215541.pdf\">Celauro C., Collop A., Scarpas T.<br \/>\nEXPERIMENTAL CHARACTERIZATION OF ASPHALT FOR AN ELASTO-VISCO-PLASTIC CONSTITUTIVE MODEL<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080107204846.pdf\">Chowdary V., Thushara V. T., Ahmed Asif K., Murali Krishnan J.<br \/>\nEXPERIMENTAL VERIFICATION OF EVOLUTION OF INTERNAL STRUCTURE OF ASPHALT AND MODIFIED ASPHALT<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080107214616.pdf\">Colagrande S., Tallini M., Ranalli D., Scozzafava M.<br \/>\nDEGRADATION OF ROAD PAVEMENTS BUILT IN CUTTING SECTIONS EVALUATED WITH GPR<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080107220413.pdf\">Coni M., Pani S.<br \/>\nFATIGUE ANALYSIS OF FIBER-REINFORCED CEMENT TREATED BASES<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080107215025.pdf\">Crispino M., Lambrugo S., Venturini L.<br \/>\nA REAL SCALE ANALYSIS OF SURFACE CHARACTERISTICS OF A PHOTOCATALYTIC PAVEMENT<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080115123931.pdf\">D\u2019Apuzzo M., Nicolosi V<br \/>\nPREDICTING SKID-RESISTANCE PROGRESSION THROUGH MATHEMATICAL MODEL<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080107213610.pdf\">Dondi G., Bragaglia M., Vignali V.<br \/>\nFLEXIBLE PAVEMENT SIMULATION WITH DISTINCT PARTICLE ELEMENT METHOD<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080108102214.pdf\">Emery J. J.<br \/>\nPRACTICAL EXPERIENCE WITH EMULSION COLD IN-PLACE RECYCLING AND FOAMED ASPHALT FULL DEPTH RECLAMATION<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080108102227.pdf\">Emery J. J.<br \/>\nMITIGATION OF ASPHALT PAVEMENT TOP-DOWN CRACKING<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080107204802.pdf\">Franesqui M. A.<br \/>\nLIFE CYCLE ASSESSMENT FOR MEASURING THE ENVIRONMENTAL EFFECTS OF THE MANUFACTURE AND CONSTRUCTION OF BITUMINOUS MIX PAVING<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080107215911.pdf\">Freire A. C., Antunes M. L., Dinis de Sousa C<br \/>\nAPPLICATION OF MUNICIPAL SOLID WASTE INCINERATION BOTTOM ASH IN ROAD CONSTRUCTION. A CASE STUDY<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080108102328.pdf\">Giuliani F., Merusi F.<br \/>\nCHARACTERIZATION OF DAMAGE BEHAVIOR IN MODIFIED BINDERS AT HIGH TEMPERATURES. MEASUREMENTS METHODOLOGIES AND RHEOMETRICAL ASPECTS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080115124341.pdf\">Giuliani F., Costa A.<br \/>\nAIR PERMEABILITY OF POROUS ASPHALT PAVEMENT<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080115124609.pdf\">Giunta M., Pisano A.<br \/>\nRELEVANT CONSTITUTIVE CHARACTERISTICS OF ASPHALT CONCRETE MIXTURES: AN EXPERIMENTAL AND ANALYTICAL APPROACH<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080107213933.pdf\">Grandi F., Vignali V.<br \/>\nTRAFFIC VIBRATION DAMPING: THE INFLUENCE OF PAVEMENT MATERIALS CONSTITUTIVE MODELS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080108102539.pdf\">Haider M., Descornet G., Sandberg U., Pratico, F. G.<br \/>\nROAD TRAFFIC NOISE EMISSION: RECENT DEVELOPMENTS AND FUTURE PROSPECTS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080108102121.pdf\">Hassan M. M., Khalid H., Artamendi I., Overfield. G., Robinson. H., Laitinen. J.<br \/>\nDURABILITY AND LEACHING PROPERTIES OF BITUMINOUS MIXTURES CONTAINING INCINERATOR BOTTOM ASH AGGREGATE<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080107220129.pdf\">Johnson C. M., Bahia H.U., Wen H.<br \/>\nEVALUATION OF STRAIN-CONTROLLED ASPHALT BINDER FATIGUE TESTING IN THE DYNAMIC SHEAR RHEOMETER<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080204105840.pdf\">Livneh M.<br \/>\nSTIFFNESS MEASUREMENTS AND CRITERIA FOR THE CONSTRUCTION OF ROAD FOUNDATIONS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080108102507.pdf\">Lo Bianco A., Madonia G.<br \/>\nB.U.L.M. technique for increase of the bearing capacity in the pavement layers subjected to biological treatment<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080108102032.pdf\">Losa M., Bacci R., Leandri P.<br \/>\nA NEW STEP TOWARDS PERFORMANCE BASED SPECIFICATIONS FOR ASPHALT PAVEMENTS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080107204924.pdf\">Marchionna A.,Ossich G.<br \/>\nDEVELOPMENT OF A PREDICTIVE MODEL FOR THE TEMPERATURE DISTRIBUTION IN A FLEXIBLE PAVEMENT BASED ON MEASUREMENTS OF A MONITORED ROAD SECTION<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080108102607.pdf\">Marradi A., Marvogli M.<br \/>\nFALLING WEIGHT DEFLECTOMETER MEASUREMENTS FOR EVALUATION OF THE BEARING CAPACITY OF GRANULAR UNBOUND LAYERS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080108102349.pdf\">Montepara A., Al-Qadi I. L., Tebaldi G., Costa A., Baek J., Rota V.<br \/>\nLOADING RESPONSES COMPARISON BETWEEN LABORATORY TESTING AND NUMERICAL MODELING FOR HOT-MIX ASPHALT SPECIMENS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080108102403.pdf\">Montepara, A., Tebaldi, G., Costa, A.<br \/>\nA SURFACE STEEL REINFORCEMENT FOR ASPHALT PAVEMENTS USING 3D FINITE ELEMENT MODEL<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080108102528.pdf\">Pasetto M., Baldo N.<br \/>\nTHE USE OF EAF STEEL SLAG IN BITUMINOUS MIXES FOR FLEXIBLE PAVEMENTS: A NUMERICAL AND EXPERIMENTAL ANALYSIS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080107213403.pdf\">Pisciotta M.<br \/>\nTHE USE OF PREVALENT MINERAL FRACTION FIBRES IN DRAINING BITUMINOUS MIXTURES SUBJECT TO THERMAL STRESS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080107214919.pdf\">Portas S., Pau M<br \/>\nNOVEL EXPERIMENTAL CHARACTERIZATION OF THE TIRE-PAVEMENT SYSTEM<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080107222758.pdf\">Pratic\u00f2 F. G., Moro A., Ammendola R.<br \/>\nCOMPARING DIFFERENT PROCEDURES FOR THE MEASUREMENT OF THE BULK SPECIFIC GRAVITY FOR COMPACTED HMA SAMPLES<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080108102019.pdf\">Pratic\u00f2 F. G., Moro A., Ammendola R.<br \/>\nJOINTS IN POROUS ASPHALT CONCRETES: DENSITY AND TEXTURE SINGULARITIES<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080108102044.pdf\">Pratic\u00f2 F. G., Moro A., Ammendola R.<br \/>\nASPHALT BINDER INFLUENCE ON CHEMICAL RESISTANCE OF HMAS: A THEORETICAL AND EXPERIMENTAL STUDY<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080108102055.pdf\">Rampini R., Fiori F., Bacchi M.<br \/>\nEVALUATION OF COMPACTION BEHAVIOUR OF HOT MIX ASPHALT BY MEANS OF FINITE ELEMENT MODEL<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080108102555.pdf\">Ranieri V., D\u2019Auria D.<br \/>\nCLEARED AND GRADED AREA (CGA): CRITICAL ANALYSIS AND PROPOSAL OF A CRITERION FOR GRADING ITS BEARING CAPACITY<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080108102133.pdf\">Rastelli S., Giuliani F.<br \/>\nSIMPLIFIED APPROACH FOR THE STATISTICAL CHECK OF STONE AGGREGATE SUPPLY BY MEANS OF IMAGE ANALYSIS METHOD<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080107214116.pdf\">Ressel W., Benner A.<br \/>\nSTRUCTURAL AND MONETARY EVALUATION OF FLEXIBLE PAVEMENTS ON THE BASIS OF REMAINING LIFE<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080107214247.pdf\">Ressel, W., Eisenbach, C.D., Alber, S., Bergk, B., Wurst, F.<br \/>\nENDURING TRAFFIC NOISE REDUCTION WITH POROUS ASPHALT IMPROVED BY POLYMER TECHNOLOGY<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080108102426.pdf\">Santagata F.A., Canestrari F., Ferrotti G., Graziani A.<br \/>\nEXPERIMENTAL CHARACTERIZATION OF TRANSPARENT SYNTHETIC BINDER MIXES REINFORCED WITH CELLULOSE FIBRES<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080115125902.pdf\">Santagata F. A., Canestrari F., Pasquini E.<br \/>\nMECHANICAL CHARACTERIZATION OF ASPHALT RUBBER &#8211; WET PROCESS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080108102258.pdf\">Sunarjono S., Zoorob S.E., Thom N.H.<br \/>\nINFLUENCE OF FOAMING WATER ON THE FOAMING PROCESS AND RESULTANT ASPHALT MIX STIFFNESS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080107205022.pdf\">Torres Vila J. A., Vega Zamanillo A., Calzada P\u00e9rez M.A., Llano Fl\u00f3rez J.M.<br \/>\nTHE USE OF HYCORE\u00ae STEEL MAT FOR ASPHALT PAVEMENT CONSTRUCTION AND MAINTENANCE<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080107204657.pdf\">Vicari M.<br \/>\nREINFORCEMENT WITH DOUBLE TWIST STEEL WIRE MESH: MODELING AND LABORATORY EXPERIENCES TO EVALUATE THE DESIGN LIFE IMPROVEMENT OF ASPHALT PAVEMENTS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080107222544.pdf\">Walubita Lubinda F.<br \/>\nCOMPUTATIONAL MODELING OF PERPETUAL PAVEMENTS USING THE MEPDG VERSION 0.910 SOFTWARE<\/a><\/p>\n<p>&nbsp;<\/p>\n<p><strong>SESSION A2 \u2013 MANAGEMENT<\/strong><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110110306.pdf\">Annunziata F., Maltinti F., Melis D.<br \/>\nWORKS FOR THE UPGRADING OF EXISTING ROADS: ASSIGNED FUNCTIONS, CORRESPONDING ROAD TYPES ,GEOMETRIC AND DESIGN CHARACTERISTICS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110110025.pdf\">Astarita V., Gallelli V., Guido G., Vitale A.<br \/>\nMICROSCOPIC TRAFFIC SIMULATION OF NON-CONVENTIONAL ROUNDABOUTS PERFORMANCES: A CASE STUDY<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110110046.pdf\">Berloco N., Colonna P.<br \/>\nAPPICATION OF GLOBAL LEVEL OF SERVICE AS AN EXPRESSION OF SERVICE RELIABILITY<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110110106.pdf\">Bonin G., Cantisani G., Loprencipe G., Sbrolli M.<br \/>\nRIDE QUALITY EVALUATION: 8 D.O.F. VEHICLE MODEL CALIBRATION<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110110324.pdf\">Bosurgi G., Trifir\u00f2 F., Xibilia M. G.<br \/>\nARTIFICIAL NEURAL NETWORKS FOR PREDICTING ROAD PAVEMENT CONDITIONS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110110446.pdf\">Bruno L., Parla G., Rizzo A.<br \/>\nIMAGE PROCESSING FOR ROAD SIGNS INVENTORY<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110105827.pdf\">Cefalo R., Grandi G., Roberti R., Sluga T.<br \/>\nEXTRACTION OF ROAD GEOMETRIC PARAMETERS FROM HIGH RESOLUTION IMAGES VALIDATED BY GEODETIC TECHNIQUES<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110110315.pdf\">Chiarello G., Culatti M., Lamberti R., Montella A., Siviero E.<br \/>\nARCHITECTURAL-QUALITY ASSESSMENT STRATEGIES FOR AN ENVIRONMENTALLY SUSTAINABLE ROAD DESIGN<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110110246.pdf\">Colonna P., Gordon C.<br \/>\nMEASURING TOTAL RATHER THAN PARTIAL RETURNS TO HIGHWAY INVESTMENTS: THE USE OF AN ECONOMIC EQUILIBRIUM CONCEPT<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110110435.pdf\">Colonna P., Guaragnella C., Ranieri V., Fonzone A.<br \/>\nUSE OF RADAR DEVICES IN ROAD TRAFFIC SURVEYS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110110055.pdf\">Cordasco M., Crocco F., Mongelli D., Walter E.<br \/>\nGEOMETRY INFLUENCE ON POLLUTING CONCENTRATIONS NEAR URBAN SIGNALIZED INTERSECTIONS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110110015.pdf\">D\u2019Apuzzo M.<br \/>\nSOME REMARKS ON THE PREDICTION OF ROAD TRAFFIC INDUCED GROUND-BORNE VIBRATIONS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110110115.pdf\">D\u2019Apuzzo; M., Nicolosi; V., Mattarocci; M.<br \/>\nINFLUENCE OF THICKNESS AND INTERFACE CONDITION VARIABILITY ON BACKCALCULATED LAYER MODULI FROM SURFACE DEFLECTION<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110105803.pdf\">Dell\u2019Acqua G., Esposito T., Lamberti R., Abate D.<br \/>\nOPERATING SPEED MODEL ON TANGENTS OF TWO-LANE RURAL HIGHWAYS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110110125.pdf\">Di Mascio P., Piccolo I., Cera L.<br \/>\nAUTOMATED DISTRESS EVALUATION<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110110155.pdf\">Di Mino G., Di Liberto C.M., Di Noto F., Nigrelli J.<br \/>\nA MULTI-OBJECTIVE APPROACH BASED ON THE GENETIC ALGORITHM TECHNIQUE FOR ROAD PAVEMENT MAINTENANCE<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110110221.pdf\">De Riso di Carpinone V., Tocchetti A.<br \/>\nCOMPARING RUNWAY CAPACITY BETWEEN TWO ITALIAN AIRPORTS BY AN INNOVATIVE ANALYSIS PROCEDURE<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110110004.pdf\">D\u2019Orso A., La Gennusa M., Nicolosi S., Trapani S., Scaccianoce G.<br \/>\nFUNCTIONAL RELATIONSHIPS BETWEEN EMISSION BY CARS AND URBAN POLLUTANT CONCENTRATIONS: A SIMPLIFIED PHENOMENOLOGICAL APPROACH<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110105953.pdf\">Federico G., Ferrante P., Lascari G., Sorrentino G., Traverso M.<br \/>\nA SIMPLIFIED METHOD FOR THE ENVIRONMENTAL IMPACT OF URBAN TRANSPORTATION<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110110212.pdf\">Festa D.C., Marasco A., Carrabetta Daniela<br \/>\nAN APPLICATION OF DEA ANALISYS TO EVALUTATE THE EFFICIENCY OF THE LAMEZIA AIRPORT PASSENGER TERMINAL<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110105924.pdf\">Galatioto F., Bell M.C.<br \/>\nSIMULATION OF ILLEGAL DOUBLE PARKING:QUANTIFYING THE TRAFFIC AND POLLUTANT IMPACTS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110105933.pdf\">Korkiala-Tanttu L.<br \/>\nEIMI \u2013 A METHOD TO EVALUATE ENVIRONMENTAL IMPACTS OF INFRASTRUCTURE<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110105943.pdf\">Maltinti F.<br \/>\nNUMERICAL ANALYSIS TO DEFINE THE OPTIMUM INCLINATION OF EMBANKMENT SLOPES<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110110306.pdf\">Maltinti F., Annunziata F., Melis D.<br \/>\nMETHODOLOGICAL PROPOSAL FOR ROAD NETWORK FUNCTIONAL UPGRADING<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110110135.pdf\">Melis D., Maltinti F.<br \/>\nMETHODOLOGY TO ASSESS VULNERABILITY OF ROADS UNDER HYDROGEOLOGICAL EVENTS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110105912.pdf\">Mendoza J.F., Rascon O.A., Tellez R., Flores M.A.<br \/>\nRESEARCH FOR AN ENVIRONMENTAL INDEX OF NOISE, BASED ON ITS EVOLUTION 2000-2005, ON FEDERAL HIGHWAYS AT QUERETARO STATE IN M\u00c9XICO<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110110037.pdf\">Nikolov V., Dimitrova Al., Kostov K., Ivanov R.<br \/>\nTHE BULGARIAN EXPERIANCE IN USING SLAG IN ROAD CONSTRUCTION<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110110231.pdf\">Pasetto M., Bortolini G., Salemi G., Achilli V., Boatto G.<br \/>\nANALYSIS ON THE DETERIORATION OF ROAD PAVEMENTS THROUGH LASER SCANNING TECHNOLOGY<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110110239.pdf\">Pasetto M., Manganaro A.<br \/>\nTRANSVERSAL STABILITY AND VARIABILITY OF URBAN ROAD PROFILES<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110105901.pdf\">Psarianos B., Stamatiadis N., Palaskas S.<br \/>\nATTITUDES OF GREEK DRIVERS TOWARDS POSTED SPEED LIMITS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110105814.pdf\">Ressel W., Tejkl K.<br \/>\nNON-MONETARY LIFE-CYCLE ANALYSIS OF ROAD PAVEMENTS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110105749.pdf\">Sciammarella, J. C.<br \/>\nOPERATIONAL AND ENGINEERING EMERGENCIES MANAGEMENT ON FEDERAL ROAD BR-277\/PR, SECTION CURITIBA-PARANAGU\u00c1 (BRAZIL)<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110110334.pdf\">Sciammarella, J. C.<br \/>\nGEOTECHNICAL ACCIDENT AT KM 87 OF FEDERAL ROAD BR-116\/RJ \u2013 TERESOP\u00d3LIS- BRAZIL \u2013 CAUSES ANALYSIS AND RECONSTRUCTION SOLUTIONS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110110144.pdf\">Siviero E., Culatti M.<br \/>\nROAD INFRASTRUCTURES: SITES, ARCHITECTURES, LANDSCAPES<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110105843.pdf\">Stamatiadis N., Gong H.<br \/>\nANALYSIS OF INCONSISTENCIES RELATED TO DESIGN SPEED, OPERATING SPEED AND POSTED SPEED LIMIT<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110110204.pdf\">Vaiana R., Capiluppi G.F., Gallelli V.<br \/>\nROUNDABOUT INTERSECTIONS: ANALYSIS FOR SCENARIOS BY MICRO-SIMULATION<\/a><\/p>\n<p>&nbsp;<\/p>\n<p><strong>SESSION A3 \u2013 SAFETY<\/strong><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110112003.pdf\">Agostinacchio M., Cuomo G., Diomedi M.<br \/>\nUSE OF CARSIM\u00ae FOR THE ASSESSMENT OF THE INFLUENCE OF CHANGE OF SPEED AND VISIBILITY ON ROAD SAFETY<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110111726.pdf\">Boscaino G., Galuppo G., Rinoldo C.<br \/>\nANALYSIS OF THE EFFECTS OF SPEED BUMPS ON VEHICLE VERTICAL PATH<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110111921.pdf\">Bosurgi G., D\u2019Andrea A.,Pellegrino O.<br \/>\nEVALUATION OF EXISTING ROADS BASED ON DRIVERS\u2019 BEHAVIOUR<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110111801.pdf\">Buonsanti M., Leonardi G., Scopelliti F.<br \/>\nTHERMAL ANALYSIS OF ROAD TUNNELS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110112327.pdf\">Caliendo C., Guida M., Parisi A.<br \/>\nTHE ASSOCIATION OF RAINFALL AND GEOMETRIC CHARACTERISTICS ON TRAFFIC CRASHES<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110111853.pdf\">Cafiso S., La Cava G., Montella A.<br \/>\nSAFETY EVALUATION PROCESS FOR TWO-LANE RURAL HIGHWAYS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110112136.pdf\">Canale S., Leonardi S., Pappalardo G.<br \/>\nEXPERIMENTAL VALIDATION OF ACCIDENT PREDICTION MODELS FOR ROUNDABOUTS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110111635.pdf\">Capaldo Francesco Saverio<br \/>\nSPEED ANALYSIS ON URBAN ROADS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110111358.pdf\">Cerezo V., Gothi\u00e9 M.<br \/>\nHOW DESIGNING SAFER ROADS FOR HGV?<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110111943.pdf\">Cuomo G.<br \/>\nASSESSMENT OF THE PEDESTRIAN CROSSING RISK: PROCESSING OF A NUMERICAL MODEL.SAFETY AT LEVEL CROSSINGS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110112231.pdf\">Dessiaume G.<br \/>\nSAFETY AT LEVEL CROSSINGS. EXAMPLE OF A LEVEL CROSSING LOCATED NEAR A ROUNDABOUT. PRESENTATION OF THE TECHNICAL GUIDE<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110112253.pdf\">Distefano N., Leonardi S., Buscema D.<br \/>\nPROPOSAL OF A METHODOLOGY FOR AIRPORT PUBLIC SAFETY ZONES POLICY<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110111409.pdf\">Dondi G., Simone A., Sangiorgi C.<br \/>\nCHARACTERISATION OF A CRUMB RUBBER MIXTURE FOR ROAD RESTRAINT SYSTEMS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110111608.pdf\">Eboli L., Mazzulla G.<br \/>\nA STRUCTURAL EQUATION MODEL FOR ROAD ACCIDENT ANALYSIS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110112345.pdf\">Halleman B.<br \/>\nSAFER ROAD DESIGN MANAGING THE DRIVER CHALLENGE<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110111703.pdf\">Lamberti R., De Luca M<br \/>\nRELATION BETWEEN ACCIDENT RATES AND SPEED VARIATIONS ESTABLISHED BY THE GEOMETRY OF THE ROADS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110111827.pdf\">La Torre F., Domenichini L., Caputo F.J.<br \/>\nA PROCEDURE FOR THE DESIGN OF BRIDGE RAIL ANCHORAGE FOR THE INSTALLATION ON EXISTING STRUCTURES<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110112221.pdf\">Leonardi S.<br \/>\nEXPERIMENTAL SURVEY TO TEST TRAFFIC CALMING MEASURES EFFECTIVENESS IN URBAN AREAS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110111442.pdf\">Marchionna A., Perco P.<br \/>\nA PROPOSAL TO UPDATE THE CLOTHOID PARAMETER LIMITING CRITERIA OF THE ITALIAN STANDARD<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110112310.pdf\">Pernetti M., Scalera S.<br \/>\nDEVELOPMENT OF VALIDATED FINITE ELEMENT MODEL OF A PASSENGER CAR SUITABLE TO SIMULATE COLLISIONS AGAINST ROAD SAFETY BARRIER<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110112047.pdf\">Piras C., Pinna F.<br \/>\nLOCAL TESTS OF THE OPERATING SPEED MODELS FOR CURVES<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110112102.pdf\">Piras C., Pinna F.<br \/>\nRELATIONSHIP BETWEEN SIGHT DISTANCE AND OPERATING SPEED ON HORIZONTAL CURVES<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110111905.pdf\">Pratic\u00f2 F.G., Leonardi G., Scopelliti F., Giunta M.<br \/>\nASSESSING ROAD SAFETY LEVELS IN A ROAD NETWORK ON THE BASIS OF UNLOCALISED ACCIDENT DATA<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110111432.pdf\">Roberti R.<br \/>\nEVALUATING CONSISTENCY OF TWO-LANE RURAL HIGHWAYS: AN APPROACH FOR LITTLE TWISTY ALIGNMENTS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110112035.pdf\">Scibilia N.<br \/>\nFOOTBRIDGE DESIGN IN VIALE REGIONE SICILIANA IN PALERMO<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110111421.pdf\">Simone A., Vignali V., Marinelli M.<br \/>\nINTERSECTIONS DESIGN AND POWERED TWO WHEELERS INTERACTION: EXPERIMENTAL INVESTIGATION OF AN ACCIDENT PREDICTION MODEL<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110112408.pdf\">Siviero E., Culatti M.<br \/>\nFOOTBRIDGES AND THE SCOOL OF ARCHITECTURE IN VENICE<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080110112425.pdf\">Siviero E., Michieletto P., Culatti M., Murciano L.,<br \/>\nVillanova A.<br \/>\nSTUDY AND RESEARCH ON TRANSPORT INFRASTRUCTURES. EXPERIENCES AT THE IUAV UNIVERSITY OF VENICE D.C.A. (Department of Architectural Construction) (Section I)<\/a><\/p>\n<p>&nbsp;<\/p>\n<p><strong>SESSION B &#8211; RAILWAYS<\/strong><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080120200805.pdf\">Bonin G., Cantisani G., Carbonari M., Loprencipe G., Pancotto A.<br \/>\nRAILWAY TRAFFIC VIBRATIONS: GENERATION AND PROPAGATION &#8211; USE OF COMPUTATIONAL MODELS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080120200834.pdf\">Bonin G., Cantisani G., Carbonari M., Loprencipe G., Pancotto A.<br \/>\nRAILWAY TRAFFIC VIBRATIONS: GENERATION AND PROPAGATION &#8211; THEORETICAL ASPECTS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080120200729.pdf\">Bosurgi G., Fisichella G., Pellegrino O.<br \/>\nA METHOD TO ANALYSE THE SIGNAL PASSED AT DANGER (SPAD)<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080120200656.pdf\">Capra A., Rinelli, S., Spinazzola, G.<br \/>\nMULTIMODAL TRANSPORT AXIS DESIGN. FORECAST MODEL FOR CROSSOVER SOLUTIONS IN ROAD NETWORK RECONNECTION<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080120201337.doc\">Di Mino G., Di Liberto C. M.<br \/>\nMODELLING AND EXPERIMENTAL SURVEY ON GROUND BORNE VIBRATION INDUCED BY RAIL TRAFFIC<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080120201421.pdf\">Di Mino G., Di Liberto C. M.<br \/>\nA MODEL OF DYNAMIC INTERACTION BETWEEN A TRAIN VEHICLE AND A RAIL TRACK<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080120202237.pdf\">Di Vincenzo G.<br \/>\nTECHNOLOGICAL INNOVATION AND ORGANIZATION OF MAINTENAINCE OF THE RAILWAY INFRASTRUCTURE<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080120200529.pdf\">Duchon B.<br \/>\nCOMPETITION AND RAILWAY SYSTEM<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080120200852.pdf\">Fortunato E., Pinelo A., Lobo da Costa J., Gon\u00e7alves D., Pratas A.<br \/>\nSOME RESULTS OF PERFORMANCE INDICATORS OF A RAILWAY TRACK OBTAINED DURING ITS RENEWAL PROCESS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080120200631.pdf\">Mancini M.<br \/>\nTURKEY \u2013 ANATOLIAN MOTORWAY RETROFITTING OF VIADUCT 1<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080120200716.pdf\">Martinelli F., Cara S., Domenichini L.<br \/>\nRAIL TUNNELS RISK ANALYSIS: THE EFFECTS OF INFRASTRUCTURE AND FIRE CHARACTERISTICS<\/a><\/p>\n<p><a class=\"linkurl\" href=\"https:\/\/www.siiv.net\/site\/sites\/default\/files\/Documenti\/palermo\/63_2848_20080120200924.pdf\">Silvestri F., Aiello V., Socco V., Boiero D., D\u2019Apuzzo M.<br \/>\nEXPERIMENTAL MEASUREMENTS AND NUMERICAL SIMULATIONS OF UNDERGROUND RAILWAY GROUND-BORNE VIBRATIONS<\/a><\/p>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>4th International SIIV Congress SIIV 2007 | Advances in Transport Infrastructures and Stakeholders Expectations Palermo | 12-14 September 2007 &nbsp; &nbsp; SIIV Lectures: Road Safety Evolution, Revolution, Convolution and Resolution: a North American Perspective prof. Bhagwant N. Persaud | Ryerson University | Toronto, Canada &nbsp; &nbsp; SESSION A1 \u2013 PAVEMENT Agostinacchio M.la, Ciampa D., Olita [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":10581,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[8],"tags":[],"class_list":["post-3712","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-archivio-convegni"],"_links":{"self":[{"href":"https:\/\/www.siiv.net\/new\/wp-json\/wp\/v2\/posts\/3712","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.siiv.net\/new\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.siiv.net\/new\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.siiv.net\/new\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.siiv.net\/new\/wp-json\/wp\/v2\/comments?post=3712"}],"version-history":[{"count":2,"href":"https:\/\/www.siiv.net\/new\/wp-json\/wp\/v2\/posts\/3712\/revisions"}],"predecessor-version":[{"id":10584,"href":"https:\/\/www.siiv.net\/new\/wp-json\/wp\/v2\/posts\/3712\/revisions\/10584"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.siiv.net\/new\/wp-json\/wp\/v2\/media\/10581"}],"wp:attachment":[{"href":"https:\/\/www.siiv.net\/new\/wp-json\/wp\/v2\/media?parent=3712"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.siiv.net\/new\/wp-json\/wp\/v2\/categories?post=3712"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.siiv.net\/new\/wp-json\/wp\/v2\/tags?post=3712"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}