Class information for: |
Basic class information |
Class id | #P | Avg. number of references |
Database coverage of references |
---|---|---|---|
22975 | 362 | 27.8 | 33% |
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 |
436 | 3 | ENGINEERING, GEOLOGICAL//JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING//GEOTECHNIQUE | 27041 |
96 | 2 | ENGINEERING, GEOLOGICAL//JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING//GEOTECHNIQUE | 26277 |
22975 | 1 | SEISMIC SLOPE STABILITY//CONCRETE FACED ROCKFILL DAM//EARTH DAM | 362 |
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 | SEISMIC SLOPE STABILITY | authKW | 408247 | 3% | 44% | 11 |
2 | CONCRETE FACED ROCKFILL DAM | authKW | 404871 | 3% | 40% | 12 |
3 | EARTH DAM | authKW | 385582 | 4% | 29% | 16 |
4 | MULTI BLOCK MODEL | authKW | 351461 | 1% | 83% | 5 |
5 | ASPHALT CORE | authKW | 269922 | 1% | 80% | 4 |
6 | FACE SLAB | authKW | 253053 | 1% | 100% | 3 |
7 | ZIPINGPU CFRD | authKW | 253053 | 1% | 100% | 3 |
8 | EMBANKMENT SLOPE | authKW | 189788 | 1% | 75% | 3 |
9 | ARIAS INTENSITY | authKW | 189776 | 2% | 25% | 9 |
10 | CONCRETE FACED ROCKFILL CFR DAM | authKW | 168702 | 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 | Engineering, Geological | 114526 | 66% | 1% | 240 |
2 | Geosciences, Multidisciplinary | 11231 | 64% | 0% | 232 |
3 | Engineering, Civil | 2967 | 25% | 0% | 91 |
4 | Computer Science, Interdisciplinary Applications | 94 | 5% | 0% | 18 |
5 | Water Resources | 83 | 5% | 0% | 17 |
6 | Geochemistry & Geophysics | 47 | 4% | 0% | 14 |
7 | Meteorology & Atmospheric Sciences | 38 | 4% | 0% | 13 |
8 | Engineering, General | 18 | 2% | 0% | 8 |
9 | Construction & Building Technology | 16 | 1% | 0% | 5 |
10 | Transportation | 8 | 1% | 0% | 2 |
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 | 3D FULL SCALE EARTHQUAKE TESTING IL PROJEC | 84351 | 0% | 100% | 1 |
2 | ADV STUDY PAVIA IUSS | 84351 | 0% | 100% | 1 |
3 | CHARLES E VIA JR CIVIL ENVIRON MENTAL ENGN | 84351 | 0% | 100% | 1 |
4 | CIVIL ENVIRON ENGIN | 84351 | 0% | 100% | 1 |
5 | DVIS SALVADOR | 84351 | 0% | 100% | 1 |
6 | EARTHQUAKE ENGN ENGN SEISMOL ROSE PROGRAMME | 84351 | 0% | 100% | 1 |
7 | GEOPRIBOR | 84351 | 0% | 100% | 1 |
8 | GEORISKS ENVIRONM | 84351 | 0% | 100% | 1 |
9 | GERENTE RECURSOS MINEROS DESAROLLO | 84351 | 0% | 100% | 1 |
10 | HYDRAUL IMPERVIOUS ASPHALT TECH | 84351 | 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 | SOIL DYNAMICS AND EARTHQUAKE ENGINEERING | 94032 | 14% | 2% | 52 |
2 | SOILS AND FOUNDATIONS | 49981 | 7% | 2% | 27 |
3 | JOURNAL OF THE GEOTECHNICAL ENGINEERING DIVISION-ASCE | 45141 | 3% | 5% | 11 |
4 | JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE | 28290 | 6% | 2% | 21 |
5 | ENGINEERING GEOLOGY | 24758 | 9% | 1% | 31 |
6 | JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING | 18659 | 7% | 1% | 25 |
7 | EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS | 12925 | 6% | 1% | 22 |
8 | BULLETIN OF EARTHQUAKE ENGINEERING | 7055 | 2% | 1% | 9 |
9 | COMPUTERS AND GEOTECHNICS | 4692 | 3% | 1% | 10 |
10 | GEOTECHNIQUE | 4617 | 3% | 1% | 11 |
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 | SEISMIC SLOPE STABILITY | 408247 | 3% | 44% | 11 | Search SEISMIC+SLOPE+STABILITY | Search SEISMIC+SLOPE+STABILITY |
2 | CONCRETE FACED ROCKFILL DAM | 404871 | 3% | 40% | 12 | Search CONCRETE+FACED+ROCKFILL+DAM | Search CONCRETE+FACED+ROCKFILL+DAM |
3 | EARTH DAM | 385582 | 4% | 29% | 16 | Search EARTH+DAM | Search EARTH+DAM |
4 | MULTI BLOCK MODEL | 351461 | 1% | 83% | 5 | Search MULTI+BLOCK+MODEL | Search MULTI+BLOCK+MODEL |
5 | ASPHALT CORE | 269922 | 1% | 80% | 4 | Search ASPHALT+CORE | Search ASPHALT+CORE |
6 | FACE SLAB | 253053 | 1% | 100% | 3 | Search FACE+SLAB | Search FACE+SLAB |
7 | ZIPINGPU CFRD | 253053 | 1% | 100% | 3 | Search ZIPINGPU+CFRD | Search ZIPINGPU+CFRD |
8 | EMBANKMENT SLOPE | 189788 | 1% | 75% | 3 | Search EMBANKMENT+SLOPE | Search EMBANKMENT+SLOPE |
9 | ARIAS INTENSITY | 189776 | 2% | 25% | 9 | Search ARIAS+INTENSITY | Search ARIAS+INTENSITY |
10 | CONCRETE FACED ROCKFILL CFR DAM | 168702 | 1% | 100% | 2 | Search CONCRETE+FACED+ROCKFILL+CFR+DAM | Search CONCRETE+FACED+ROCKFILL+CFR+DAM |
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 | TERZI, NU , SELCUK, ME , (2015) NONLINEAR DYNAMIC BEHAVIOR OF PAMUKCAY EARTHFILL DAM.GEOMECHANICS AND ENGINEERING. VOL. 9. ISSUE 1. P. 83 -100 | 21 | 88% | 0 |
2 | PELECANOS, L , KONTOE, S , ZDRAVKOVIC, L , (2015) A CASE STUDY ON THE SEISMIC PERFORMANCE OF EARTH DAMS.GEOTECHNIQUE. VOL. 65. ISSUE 11. P. 923 -935 | 21 | 78% | 2 |
3 | MEEHAN, CL , VAHEDIFARD, F , (2013) EVALUATION OF SIMPLIFIED METHODS FOR PREDICTING EARTHQUAKE-INDUCED SLOPE DISPLACEMENTS IN EARTH DAMS AND EMBANKMENTS.ENGINEERING GEOLOGY. VOL. 152. ISSUE 1. P. 180-193 | 26 | 63% | 3 |
4 | NADI, B , ASKARI, F , FARZANEH, O , (2014) SEISMIC PERFORMANCE OF SLOPES IN PSEUDO-STATIC DESIGNS WITH DIFFERENT SAFETY FACTORS.IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY-TRANSACTIONS OF CIVIL ENGINEERING. VOL. 38. ISSUE C2. P. 465 -483 | 16 | 89% | 0 |
5 | PAPADIMITRIOU, AG , BOUCKOVALAS, GD , ANDRIANOPOULOS, KI , (2014) METHODOLOGY FOR ESTIMATING SEISMIC COEFFICIENTS FOR PERFORMANCE-BASED DESIGN OF EARTHDAMS AND TALL EMBANKMENTS.SOIL DYNAMICS AND EARTHQUAKE ENGINEERING. VOL. 56. ISSUE . P. 57-73 | 19 | 70% | 5 |
6 | JIBSON, RW , (2011) METHODS FOR ASSESSING THE STABILITY OF SLOPES DURING EARTHQUAKES-A RETROSPECTIVE.ENGINEERING GEOLOGY. VOL. 122. ISSUE 1-2. P. 43-50 | 20 | 63% | 52 |
7 | GARINI, E , GAZETAS, G , (2013) DAMAGE POTENTIAL OF NEAR-FAULT RECORDS: SLIDING DISPLACEMENT AGAINST CONVENTIONAL "INTENSITY MEASURES".BULLETIN OF EARTHQUAKE ENGINEERING. VOL. 11. ISSUE 2. P. 455 -480 | 20 | 67% | 8 |
8 | HWANG, GS , CHEN, CH , (2013) A STUDY OF THE NEWMARK SLIDING BLOCK DISPLACEMENT FUNCTIONS.BULLETIN OF EARTHQUAKE ENGINEERING. VOL. 11. ISSUE 2. P. 481-502 | 15 | 83% | 0 |
9 | GARINI, E , GAZETAS, G , ANASTASOPOULOS, I , (2011) ASYMMETRIC 'NEWMARK' SLIDING CAUSED BY MOTIONS CONTAINING SEVERE 'DIRECTIVITY' AND 'FLING' PULSES.GEOTECHNIQUE. VOL. 61. ISSUE 9. P. 733 -756 | 22 | 55% | 8 |
10 | CHOUSIANITIS, K , DEL GAUDIO, V , KALOGERAS, I , GANAS, A , (2014) PREDICTIVE MODEL OF ARIAS INTENSITY AND NEWMARK DISPLACEMENT FOR REGIONAL SCALE EVALUATION OF EARTHQUAKE-INDUCED LANDSLIDE HAZARD IN GREECE.SOIL DYNAMICS AND EARTHQUAKE ENGINEERING. VOL. 65. ISSUE . P. 11 -29 | 24 | 42% | 13 |
Classes with closest relation at Level 1 |