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object(stdClass)#96 (3) { ["hits"]=> array(3) { [0]=> object(stdClass)#97 (15) { ["bindingStyleCode"]=> string(3) "PCK" ["categories"]=> array(2) { [0]=> string(6) "EOC01A" [1]=> string(8) "SCEC0745" } ["edition"]=> int(1) ["id"]=> int(244223) ["imprint"]=> string(9) "CRC Press" ["isbn"]=> string(13) "9780415558549" ["isbn10"]=> string(10) "0415558549" ["keywords"]=> string(72) "TESTING MATERIALS SET BITUMINOUS CHARACTERIZATION TWO VOLUME ADVANCED 2V" ["originators"]=> array(4) { [0]=> object(stdClass)#98 (3) { ["id"]=> int(2898401) ["name"]=> string(14) "Andreas Loizos" ["roleCode"]=> string(2) "HG" } [1]=> object(stdClass)#99 (3) { ["id"]=> int(2898402) ["name"]=> string(16) "Manfred N. Partl" ["roleCode"]=> string(2) "HG" } [2]=> object(stdClass)#100 (3) { ["id"]=> int(3671586) ["name"]=> string(11) "Tom Scarpas" ["roleCode"]=> string(2) "HG" } [3]=> object(stdClass)#101 (3) { ["id"]=> int(2898404) ["name"]=> string(15) "Imad L. Al-Qadi" ["roleCode"]=> string(2) "HG" } } ["publicationDate"]=> string(25) "2009-05-13T19:00:00-05:00" ["relevance"]=> float(3.2040129) ["shortDescription"]=> string(293) "Bituminous materials are used to build durable roads that sustain diverse environmental conditions. However, due to their complexity and a global shortage of these materials, their design and technical development present several challenges. Advanced Testing and Characterisation of Bituminous" ["sku"]=> string(6) "K10950" ["subjectGroup"]=> string(11) "Proceedings" ["title"]=> string(77) "Advanced Testing and Characterization of Bituminous Materials, Two Volume Set" } [1]=> object(stdClass)#102 (16) { ["bindingStyleCode"]=> string(4) "HARD" ["categories"]=> array(4) { [0]=> string(8) "SCEC0762" [1]=> string(8) "SCEC0745" [2]=> string(8) "SCEC0715" [3]=> string(6) "EOC13A" } ["edition"]=> int(1) ["id"]=> int(211511) ["imprint"]=> string(9) "CRC Press" ["isbn"]=> string(13) "9780415475754" ["isbn10"]=> string(10) "0415475759" ["keywords"]=> string(70) "HISTORIES TESTING MODELING CRACKING DETECTION PAVEMENT MECHANISMS CASE" ["originators"]=> array(3) { [0]=> object(stdClass)#103 (3) { ["id"]=> int(1393078) ["name"]=> string(15) "Imad L. Al-Qadi" ["roleCode"]=> string(2) "HG" } [1]=> object(stdClass)#104 (3) { ["id"]=> int(1393079) ["name"]=> string(11) "Tom Scarpas" ["roleCode"]=> string(2) "HG" } [2]=> object(stdClass)#105 (3) { ["id"]=> int(1393080) ["name"]=> string(14) "Andreas Loizos" ["roleCode"]=> string(2) "HG" } } ["publicationDate"]=> string(25) "2008-07-29T19:00:00-05:00" ["relevance"]=> float(3.9851394) ["shortDescription"]=> string(294) "Internationally, much attention is given to causes, prevention, and rehabilitation of cracking in concrete, flexible, and composite pavements. The Sixth RILEMInternational Conference on Cracking in Pavements (Chicago, June 16-18, 2008) provided a forum for discussion of recent developments and" ["sku"]=> string(6) "SW5759" ["subjectGroup"]=> string(11) "Proceedings" ["subtitle"]=> string(59) "Mechanisms, Modeling, Detection, Testing and Case Histories" ["title"]=> string(17) "Pavement Cracking" } [2]=> object(stdClass)#106 (16) { ["bindingStyleCode"]=> string(3) "PCK" ["categories"]=> string(6) "EOC13A" ["edition"]=> int(1) ["id"]=> int(233320) ["imprint"]=> string(16) "Taylor & Francis" ["isbn"]=> string(13) "9780415448826" ["isbn10"]=> string(10) "0415448824" ["keywords"]=> string(762) "TRACK RELATED 2007 PEMAUTHOR REHABILITATION TECHNIQUES CASE TESTING CRACKING SURFACE ASSESSMENT TIRE P12 P11 INTERACTION P14 P13 P16 P15 PROCESSES P18 P17 22 P19 PAVEMENT EXPERIMENTAL SOIL ELEMENT CONSTITUTIVE 2 CONCRETE 1 EM GREECE INTERNATIONAL P10 DESIGN MEASUREMENT DAMAGE PERMANENT ADVANCED FINITE U CHARACTERISTICS 20 JUNE P TOOLS ISSUES P9 LABORATORY P8 P5 RAIL P4 P7 P6 P1 P3 P2 SUBGRADE ATHENS FIELD MATERIAL PEMORGANISATION PHYSICAL CONFERENCE PAVEMENTS ENG ANALYSIS DEFORMATION ENGINEERING MOISTURE SIMULATION HOT CHEMO RAILROAD HMA SYSTEMS INDEX INNOVATIVE CHARACTERISATION PROCEEDINGS ENVIRONMENTAL GRADED ACCELERATED SITU STUDIES P21 P20 MODELING PEMPREFACE MIX MANAGEMENT OPEN BALLAST MATERIALS PUVOLUME ASPHALT INTERFACE EVALUATION NONDESTRUCTIVE" ["originators"]=> array(3) { [0]=> object(stdClass)#107 (3) { ["id"]=> int(2896818) ["name"]=> string(14) "Andreas Loizos" ["roleCode"]=> string(2) "HG" } [1]=> object(stdClass)#108 (3) { ["id"]=> int(2896819) ["name"]=> string(11) "Tom Scarpas" ["roleCode"]=> string(2) "HG" } [2]=> object(stdClass)#109 (3) { ["id"]=> int(2896820) ["name"]=> string(15) "Imad L. Al-Qadi" ["roleCode"]=> string(2) "HG" } } ["publicationDate"]=> string(25) "2007-06-20T19:00:00-05:00" ["relevance"]=> float(3.9851394) ["shortDescription"]=> string(298) "Internationally, much attention is given to mechanistic pavement analysis, design and rehabilitation, their geotechnical aspects and the experimental determination of the necessary material model parameters. This conference on the Advanced Characterisation of Pavement and Soil Engineering (Athens," ["sku"]=> string(6) "SW4882" ["subjectGroup"]=> string(11) "Proceedings" ["subtitle"]=> string(138) "Proceedings of the International Conference on Advanced Characterisation of Pavement and Soil Engineering, 20-22 June 2007, Athens, Greece" ["title"]=> string(68) "Advanced Characterisation of Pavement and Soil Engineering Materials" } } ["query"]=> object(stdClass)#110 (5) { ["bindingPriority"]=> string(54) "PAPE,HARD,PCK,PKCC,PKCD,PKWE,EBK,DVD,CDRM,AUDC,WEB,AUD" ["size"]=> int(10) ["sort"]=> object(stdClass)#111 (2) { ["key"]=> string(21) "SortByPublicationDate" ["direction"]=> string(10) "Descending" } ["start"]=> int(1) ["suggestSpelling"]=> bool(false) } ["totalHits"]=> int(3) }