Class information for: |
Basic class information |
Class id | #P | Avg. number of references |
Database coverage of references |
---|---|---|---|
28903 | 197 | 17.6 | 16% |
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 |
28903 | 1 | PAVEMENT STRUCTURAL EVALUATION//PERMIT FEE//ROLLING WHEEL DEFLECTOMETER RWD | 197 |
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 | PAVEMENT STRUCTURAL EVALUATION | authKW | 465007 | 2% | 100% | 3 |
2 | PERMIT FEE | authKW | 465007 | 2% | 100% | 3 |
3 | ROLLING WHEEL DEFLECTOMETER RWD | authKW | 465007 | 2% | 100% | 3 |
4 | STRUCTURAL NUMBER | authKW | 354287 | 2% | 57% | 4 |
5 | BUR CIVIL ENGN | address | 310004 | 1% | 100% | 2 |
6 | DEFLECTION PROFILES | authKW | 310004 | 1% | 100% | 2 |
7 | DEFLECTOGRAPH | authKW | 310004 | 1% | 100% | 2 |
8 | EARTHQUAKE CAUSED LANDSLIDE | authKW | 310004 | 1% | 100% | 2 |
9 | LOUISIANA TRANSPORTAT DEV | address | 310004 | 1% | 100% | 2 |
10 | NORMALISED AREA RATIO | authKW | 310004 | 1% | 100% | 2 |
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 | 48299 | 62% | 0% | 122 |
2 | Engineering, Civil | 16468 | 79% | 0% | 155 |
3 | Transportation | 4194 | 14% | 0% | 28 |
4 | Materials Science, Characterization, Testing | 912 | 9% | 0% | 17 |
5 | Construction & Building Technology | 687 | 10% | 0% | 20 |
6 | Engineering, Geological | 27 | 2% | 0% | 3 |
7 | Materials Science, Composites | 16 | 2% | 0% | 3 |
8 | Remote Sensing | 7 | 1% | 0% | 2 |
9 | Management | 1 | 1% | 0% | 2 |
10 | Biodiversity Conservation | 1 | 1% | 0% | 1 |
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 | BUR CIVIL ENGN | 310004 | 1% | 100% | 2 |
2 | LOUISIANA TRANSPORTAT DEV | 310004 | 1% | 100% | 2 |
3 | PAVEMENT MANAGEMENT TECHNOL UNIT | 206668 | 1% | 67% | 2 |
4 | AUSTRALIAN RD BOARD | 155002 | 1% | 100% | 1 |
5 | CEENVE | 155002 | 1% | 100% | 1 |
6 | ESC INC | 155002 | 1% | 100% | 1 |
7 | FO T SERV UMPQUA FO T | 155002 | 1% | 100% | 1 |
8 | FO T SERV WILLAMETTE FO T | 155002 | 1% | 100% | 1 |
9 | GMR INFRASTRUCT LTD | 155002 | 1% | 100% | 1 |
10 | IMPLEMENTAT OFF | 155002 | 1% | 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 | 75703 | 33% | 1% | 65 |
2 | TRANSPORTATION RESEARCH RECORD-SERIES | 46758 | 17% | 1% | 33 |
3 | INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING | 32681 | 5% | 2% | 10 |
4 | JOURNAL OF TRANSPORTATION ENGINEERING | 19929 | 5% | 1% | 10 |
5 | JOURNAL OF TRANSPORTATION ENGINEERING-ASCE | 11563 | 6% | 1% | 11 |
6 | TRANSPORT REVIEWS | 6671 | 3% | 1% | 6 |
7 | JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES | 5400 | 3% | 1% | 6 |
8 | PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-TRANSPORT | 5269 | 2% | 1% | 4 |
9 | CANADIAN JOURNAL OF CIVIL ENGINEERING | 1549 | 3% | 0% | 6 |
10 | JOURNAL OF THE SOUTH AFRICAN INSTITUTION OF CIVIL ENGINEERING | 985 | 1% | 1% | 1 |
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 | PAVEMENT STRUCTURAL EVALUATION | 465007 | 2% | 100% | 3 | Search PAVEMENT+STRUCTURAL+EVALUATION | Search PAVEMENT+STRUCTURAL+EVALUATION |
2 | PERMIT FEE | 465007 | 2% | 100% | 3 | Search PERMIT+FEE | Search PERMIT+FEE |
3 | ROLLING WHEEL DEFLECTOMETER RWD | 465007 | 2% | 100% | 3 | Search ROLLING+WHEEL+DEFLECTOMETER+RWD | Search ROLLING+WHEEL+DEFLECTOMETER+RWD |
4 | STRUCTURAL NUMBER | 354287 | 2% | 57% | 4 | Search STRUCTURAL+NUMBER | Search STRUCTURAL+NUMBER |
5 | DEFLECTION PROFILES | 310004 | 1% | 100% | 2 | Search DEFLECTION+PROFILES | Search DEFLECTION+PROFILES |
6 | DEFLECTOGRAPH | 310004 | 1% | 100% | 2 | Search DEFLECTOGRAPH | Search DEFLECTOGRAPH |
7 | EARTHQUAKE CAUSED LANDSLIDE | 310004 | 1% | 100% | 2 | Search EARTHQUAKE+CAUSED+LANDSLIDE | Search EARTHQUAKE+CAUSED+LANDSLIDE |
8 | NORMALISED AREA RATIO | 310004 | 1% | 100% | 2 | Search NORMALISED+AREA+RATIO | Search NORMALISED+AREA+RATIO |
9 | SUBGRADE RESILIENT MODULUS | 310004 | 1% | 100% | 2 | Search SUBGRADE+RESILIENT+MODULUS | Search SUBGRADE+RESILIENT+MODULUS |
10 | AASHTO 86 METHOD | 155002 | 1% | 100% | 1 | Search AASHTO+86+METHOD | Search AASHTO+86+METHOD |
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 | HUNTINGTON, G , KSAIBATI, K , (2015) VISUAL ASSESSMENT SYSTEM FOR RATING UNSEALED ROADS.TRANSPORTATION RESEARCH RECORD. VOL. . ISSUE 2474. P. 116 -122 | 8 | 100% | 0 |
2 | FINI, EH , MELLAT-PARAST, M , (2012) EFFECT OF PAVEMENT TYPE ON OVERLAY ROUGHNESS PROGRESSION.JOURNAL OF TRANSPORTATION ENGINEERING. VOL. 138. ISSUE 12. P. 1558-1562 | 8 | 100% | 0 |
3 | DONG, Q , HUANG, BS , SHU, X , ZHOU, CJ , MAXWELL, J , (2014) USE OF FINITE ELEMENT ANALYSIS AND FATIGUE FAILURE MODEL TO ESTIMATE COSTS OF PAVEMENT DAMAGE CAUSED BY HEAVY VEHICLES.TRANSPORTATION RESEARCH RECORD. VOL. . ISSUE 2455. P. 54 -62 | 8 | 89% | 0 |
4 | ELBAGALATI, O , ELSEIFI, MA , GASPARD, K , ZHANG, ZJ , (2016) PREDICTION OF IN-SERVICE PAVEMENT STRUCTURAL CAPACITY BASED ON TRAFFIC-SPEED DEFLECTION MEASUREMENTS.JOURNAL OF TRANSPORTATION ENGINEERING. VOL. 142. ISSUE 11. P. - | 6 | 86% | 0 |
5 | ABDEL-KHALEK, AM , ELSEIFI, MA , GASPARD, K , ZHANG, ZJ , DASARI, K , (2012) MODEL TO ESTIMATE PAVEMENT STRUCTURAL NUMBER AT NETWORK LEVEL WITH ROLLING WHEEL DEFLECTOMETER DATA.TRANSPORTATION RESEARCH RECORD. VOL. . ISSUE 2304. P. 142-149 | 5 | 100% | 1 |
6 | CROOK, AL , MONTGOMERY, SR , GUTHRIE, WS , (2012) USE OF FALLING WEIGHT DEFLECTOMETER DATA FOR NETWORK-LEVEL FLEXIBLE PAVEMENT MANAGEMENT.TRANSPORTATION RESEARCH RECORD. VOL. . ISSUE 2304. P. 75-85 | 5 | 100% | 0 |
7 | AHMED, A , BAI, Q , LABI, S , (2015) PAVEMENT DAMAGE COST ESTIMATION: A SYNTHESIS OF PAST RESEARCH.PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-TRANSPORT. VOL. 168. ISSUE 1. P. 48 -58 | 7 | 64% | 1 |
8 | SALEH, M , (2016) A MECHANISTIC EMPIRICAL APPROACH FOR THE EVALUATION OF THE STRUCTURAL CAPACITY AND REMAINING SERVICE LIFE OF FLEXIBLE PAVEMENTS AT THE NETWORK LEVEL.CANADIAN JOURNAL OF CIVIL ENGINEERING. VOL. 43. ISSUE 8. P. 749 -758 | 4 | 100% | 0 |
9 | MILLER, HJ , CABRAL, C , ORR, DP , KESTLER, MA , BERG, R , EATON, R , (2015) MODIFICATION OF THE US ARMY CORPS OF ENGINEERS MODEL 158 FOR PREDICTION OF FROST-THAW PROFILES IN NORTHERN NEW ENGLAND.TRANSPORTATION RESEARCH RECORD. VOL. . ISSUE 2474. P. 135 -142 | 4 | 100% | 0 |
10 | KAVANAGH, L , SHALABY, A , (2015) IMPLEMENTATION OF A STRAIN-BASED POLICY FOR MANAGING WEIGHT RESTRICTIONS DURING THE SPRING: LOW-VOLUME ROADS IN MANITOBA, CANADA.TRANSPORTATION RESEARCH RECORD. VOL. . ISSUE 2474. P. 149 -153 | 4 | 100% | 0 |
Classes with closest relation at Level 1 |