Class information for: |
Basic class information |
Class id | #P | Avg. number of references |
Database coverage of references |
---|---|---|---|
22248 | 389 | 19.7 | 20% |
Hierarchy of classes |
The table includes all classes above and classes immediately below the current class. |
Cluster id | Level | Cluster label | #P |
---|---|---|---|
16 | 4 | ENGINEERING, CIVIL//CONSTRUCTION & BUILDING TECHNOLOGY//MECHANICS | 627508 |
574 | 3 | ROAD MATERIALS AND PAVEMENT DESIGN//ENGINEERING, CIVIL//WATER DISTRIBUTION SYSTEMS | 16376 |
915 | 2 | ROAD MATERIALS AND PAVEMENT DESIGN//ASPHALT MIXTURE//ASPHALT | 11188 |
22248 | 1 | SKID RESISTANCE//MACROTEXTURE//POLISHED STONE VALUE | 389 |
Terms with highest relevance score |
rank | Term | termType | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|---|
1 | SKID RESISTANCE | authKW | 2756164 | 14% | 66% | 53 |
2 | MACROTEXTURE | authKW | 658982 | 5% | 44% | 19 |
3 | POLISHED STONE VALUE | authKW | 403693 | 2% | 86% | 6 |
4 | WEHNER SCHULZE | authKW | 313985 | 1% | 100% | 4 |
5 | DYNAMIC FRICTION TESTER | authKW | 235489 | 1% | 100% | 3 |
6 | HYDROPLANING | authKW | 235477 | 2% | 33% | 9 |
7 | PAVEMENT FRICTION | authKW | 209321 | 1% | 67% | 4 |
8 | STRASSENWESEN | address | 209321 | 1% | 67% | 4 |
9 | STRASSENWESEN AACHEN | address | 209321 | 1% | 67% | 4 |
10 | MEAN PROFILE DEPTH | authKW | 196236 | 1% | 50% | 5 |
Web of Science journal categories |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|
1 | Transportation Science & Technology | 40917 | 41% | 0% | 158 |
2 | Engineering, Civil | 22487 | 66% | 0% | 255 |
3 | Construction & Building Technology | 8644 | 25% | 0% | 98 |
4 | Materials Science, Characterization, Testing | 2077 | 9% | 0% | 36 |
5 | Transportation | 854 | 5% | 0% | 18 |
6 | Materials Science, Multidisciplinary | 289 | 22% | 0% | 84 |
7 | Engineering, Mechanical | 286 | 10% | 0% | 37 |
8 | Engineering, Geological | 78 | 2% | 0% | 7 |
9 | Engineering, Industrial | 41 | 2% | 0% | 8 |
10 | Ergonomics | 39 | 1% | 0% | 4 |
Address terms |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|
1 | STRASSENWESEN | 209321 | 1% | 67% | 4 |
2 | STRASSENWESEN AACHEN | 209321 | 1% | 67% | 4 |
3 | SUSTAINABLE TRANSPORTAT INFRASTRUCT | 170628 | 3% | 22% | 10 |
4 | PROGRAM MECH INFRASTRUCT MAT | 104660 | 1% | 67% | 2 |
5 | DIMET DIIES | 100920 | 1% | 43% | 3 |
6 | COMP ENGN CONSTRUCT | 88305 | 1% | 38% | 3 |
7 | AGGREGATE IND UK LTD | 78496 | 0% | 100% | 1 |
8 | CHARLES M VIA JR CIVIL ENVIRONM ENGN | 78496 | 0% | 100% | 1 |
9 | CIVIL ENGN ARCHITECTURE MALAYER | 78496 | 0% | 100% | 1 |
10 | CIVIL ENGN TEHRAN | 78496 | 0% | 100% | 1 |
Journals |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|
1 | TRANSPORTATION RESEARCH RECORD | 52350 | 20% | 1% | 76 |
2 | INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING | 47827 | 4% | 4% | 17 |
3 | ROAD MATERIALS AND PAVEMENT DESIGN | 30458 | 4% | 2% | 17 |
4 | JOURNAL OF TRANSPORTATION ENGINEERING-ASCE | 27880 | 6% | 1% | 24 |
5 | TRANSPORTATION RESEARCH RECORD-SERIES | 15820 | 7% | 1% | 27 |
6 | ROAD & TRANSPORT RESEARCH | 10832 | 1% | 3% | 5 |
7 | JOURNAL OF TRANSPORTATION ENGINEERING | 8165 | 2% | 1% | 9 |
8 | BAUINGENIEUR | 6499 | 2% | 1% | 6 |
9 | WEAR | 5224 | 7% | 0% | 27 |
10 | JOURNAL OF TESTING AND EVALUATION | 5110 | 3% | 1% | 13 |
Author Key Words |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
LCSH search | Wikipedia search |
---|---|---|---|---|---|---|---|
1 | SKID RESISTANCE | 2756164 | 14% | 66% | 53 | Search SKID+RESISTANCE | Search SKID+RESISTANCE |
2 | MACROTEXTURE | 658982 | 5% | 44% | 19 | Search MACROTEXTURE | Search MACROTEXTURE |
3 | POLISHED STONE VALUE | 403693 | 2% | 86% | 6 | Search POLISHED+STONE+VALUE | Search POLISHED+STONE+VALUE |
4 | WEHNER SCHULZE | 313985 | 1% | 100% | 4 | Search WEHNER+SCHULZE | Search WEHNER+SCHULZE |
5 | DYNAMIC FRICTION TESTER | 235489 | 1% | 100% | 3 | Search DYNAMIC+FRICTION+TESTER | Search DYNAMIC+FRICTION+TESTER |
6 | HYDROPLANING | 235477 | 2% | 33% | 9 | Search HYDROPLANING | Search HYDROPLANING |
7 | PAVEMENT FRICTION | 209321 | 1% | 67% | 4 | Search PAVEMENT+FRICTION | Search PAVEMENT+FRICTION |
8 | MEAN PROFILE DEPTH | 196236 | 1% | 50% | 5 | Search MEAN+PROFILE+DEPTH | Search MEAN+PROFILE+DEPTH |
9 | MEAN TEXTURE DEPTH | 179417 | 1% | 57% | 4 | Search MEAN+TEXTURE+DEPTH | Search MEAN+TEXTURE+DEPTH |
10 | MICRO DEVAL | 176615 | 1% | 75% | 3 | Search MICRO+DEVAL | Search MICRO+DEVAL |
Core articles |
The table includes core articles in the class. The following variables is taken into account for the relevance score of an article in a cluster c: (1) Number of references referring to publications in the class. (2) Share of total number of active references referring to publications in the class. (3) Age of the article. New articles get higher score than old articles. (4) Citation rate, normalized to year. |
Rank | Reference | # ref. in cl. |
Shr. of ref. in cl. |
Citations |
---|---|---|---|---|
1 | KOGBARA, RB , MASAD, EA , KASSEM, E , SCARPAS, A , ANUPAM, K , (2016) A STATE-OF-THE-ART REVIEW OF PARAMETERS INFLUENCING MEASUREMENT AND MODELING OF SKID RESISTANCE OF ASPHALT PAVEMENTS.CONSTRUCTION AND BUILDING MATERIALS. VOL. 114. ISSUE . P. 602 -617 | 26 | 55% | 1 |
2 | WANG, DW , WANG, HN , BU, Y , SCHULZE, C , OESER, M , (2015) EVALUATION OF AGGREGATE RESISTANCE TO WEAR WITH MICRO-DEVAL TEST IN COMBINATION WITH AGGREGATE IMAGING TECHNIQUES.WEAR. VOL. 338. ISSUE . P. 288 -296 | 14 | 74% | 1 |
3 | WANG, DW , XIE, XG , OESER, M , STEINAUER, B , (2015) INFLUENCE OF THE GRITTING MATERIAL APPLIED DURING THE WINTER SERVICES ON THE ASPHALT SURFACE PERFORMANCE.COLD REGIONS SCIENCE AND TECHNOLOGY. VOL. 112. ISSUE . P. 39 -44 | 10 | 100% | 1 |
4 | WANG, D , TAN, Y , OESER, M , HE, L , (2016) EFFECT OF APPLIED GRITTING AND DE-ICING AGENTS IN THE COURSE OF WINTER SERVICES ON THE SKID RESISTANCE DEVELOPMENT OF ASPHALT PAVEMENT.BAUINGENIEUR. VOL. 91. ISSUE . P. 159 -165 | 9 | 100% | 0 |
5 | GEORGIOU, P , LOIZOS, A , (2014) A LABORATORY COMPACTION APPROACH TO CHARACTERIZE ASPHALT PAVEMENT SURFACE FRICTION PERFORMANCE.WEAR. VOL. 311. ISSUE 1-2. P. 114-122 | 10 | 91% | 3 |
6 | WANG, DW , CHEN, XH , XIE, XG , STANJEK, H , OESER, M , STEINAUER, B , (2015) A STUDY OF THE LABORATORY POLISHING BEHAVIOR OF GRANITE AS ROAD SURFACING AGGREGATE.CONSTRUCTION AND BUILDING MATERIALS. VOL. 89. ISSUE . P. 25 -35 | 12 | 75% | 0 |
7 | WANG, DW , CHEN, XH , OESER, M , STANJEK, H , STEINAUER, B , (2014) STUDY OF MICRO-TEXTURE AND SKID RESISTANCE CHANGE OF GRANITE SLABS DURING THE POLISHING WITH THE AACHEN POLISHING MACHINE.WEAR. VOL. 318. ISSUE 1-2. P. 1 -11 | 11 | 73% | 11 |
8 | XIE, X , WANG, D , LIU, D , ZHANG, X , OESER, M , (2016) INVESTIGATION OF SYNTHETIC, SELF-SHARPENING AGGREGATES TO DEVELOP SKID-RESISTANT ASPHALT ROAD SURFACES.WEAR. VOL. 348. ISSUE . P. 52 -60 | 12 | 71% | 0 |
9 | LEANDRI, P , LOSA, M , (2015) PEAK FRICTION PREDICTION MODEL BASED ON SURFACE TEXTURE CHARACTERISTICS.TRANSPORTATION RESEARCH RECORD. VOL. . ISSUE 2525. P. 91 -99 | 8 | 100% | 0 |
10 | KANAFI, MM , KUOSMANEN, A , PELLINEN, TK , TUONONEN, AJ , (2015) MACRO- AND MICRO-TEXTURE EVOLUTION OF ROAD PAVEMENTS AND CORRELATION WITH FRICTION.INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING. VOL. 16. ISSUE 2. P. 168 -179 | 10 | 67% | 6 |
Classes with closest relation at Level 1 |