Class information for: |
Basic class information |
| ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
|---|---|---|---|
| 20356 | 402 | 25.5 | 30% |
Classes in level above (level 2) |
| ID, lev. above |
Publications | Label for level above |
|---|---|---|
| 137 | 22636 | ENGINEERING, GEOLOGICAL//JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING//GEOTECHNIQUE |
Terms with highest relevance score |
| Rank | Term | Type of term | Relevance score (tfidf) |
Class's shr. of term's tot. occurrences |
Shr. of publ. in class containing term |
Num. of publ. in class |
|---|---|---|---|---|---|---|
| 1 | CONCRETE FACED ROCKFILL DAM | Author keyword | 7 | 43% | 3% | 13 |
| 2 | SEISMIC SLOPE STABILITY | Author keyword | 5 | 38% | 2% | 10 |
| 3 | PERMANENT DISPLACEMENT | Author keyword | 4 | 36% | 2% | 10 |
| 4 | ASPHALT CORE | Author keyword | 4 | 75% | 1% | 3 |
| 5 | FACE SLAB | Author keyword | 4 | 75% | 1% | 3 |
| 6 | ZIPINGPU CFRD | Author keyword | 3 | 100% | 1% | 3 |
| 7 | FILL DAM | Author keyword | 3 | 60% | 1% | 3 |
| 8 | MULTI BLOCK MODEL | Author keyword | 3 | 60% | 1% | 3 |
| 9 | CONCRETE FACE SLAB | Author keyword | 2 | 67% | 0% | 2 |
| 10 | CREST SETTLEMENT | Author keyword | 2 | 67% | 0% | 2 |
Web of Science journal categories |
Author Key Words |
| Rank | Web of Science journal category | Relevance score (tfidf) |
Class's shr. of term's tot. occurrences |
Shr. of publ. in class containing term |
Num. of publ. in class |
LCSH search | Wikipedia search |
|---|---|---|---|---|---|---|---|
| 1 | CONCRETE FACED ROCKFILL DAM | 7 | 43% | 3% | 13 | Search CONCRETE+FACED+ROCKFILL+DAM | Search CONCRETE+FACED+ROCKFILL+DAM |
| 2 | SEISMIC SLOPE STABILITY | 5 | 38% | 2% | 10 | Search SEISMIC+SLOPE+STABILITY | Search SEISMIC+SLOPE+STABILITY |
| 3 | PERMANENT DISPLACEMENT | 4 | 36% | 2% | 10 | Search PERMANENT+DISPLACEMENT | Search PERMANENT+DISPLACEMENT |
| 4 | ASPHALT CORE | 4 | 75% | 1% | 3 | Search ASPHALT+CORE | Search ASPHALT+CORE |
| 5 | FACE SLAB | 4 | 75% | 1% | 3 | Search FACE+SLAB | Search FACE+SLAB |
| 6 | ZIPINGPU CFRD | 3 | 100% | 1% | 3 | Search ZIPINGPU+CFRD | Search ZIPINGPU+CFRD |
| 7 | FILL DAM | 3 | 60% | 1% | 3 | Search FILL+DAM | Search FILL+DAM |
| 8 | MULTI BLOCK MODEL | 3 | 60% | 1% | 3 | Search MULTI+BLOCK+MODEL | Search MULTI+BLOCK+MODEL |
| 9 | CONCRETE FACE SLAB | 2 | 67% | 0% | 2 | Search CONCRETE+FACE+SLAB | Search CONCRETE+FACE+SLAB |
| 10 | CREST SETTLEMENT | 2 | 67% | 0% | 2 | Search CREST+SETTLEMENT | Search CREST+SETTLEMENT |
Key Words Plus |
| Rank | Web of Science journal category | Relevance score (tfidf) |
Class's shr. of term's tot. occurrences |
Shr. of publ. in class containing term |
Num. of publ. in class |
|---|---|---|---|---|---|
| 1 | INDUCED GROUND DISPLACEMENTS | 15 | 88% | 2% | 7 |
| 2 | EARTHQUAKE INDUCED DISPLACEMENTS | 12 | 86% | 1% | 6 |
| 3 | EARTH DAMS | 9 | 47% | 4% | 15 |
| 4 | LA VILLITA DAM | 9 | 83% | 1% | 5 |
| 5 | SEISMIC DISPLACEMENTS | 8 | 70% | 2% | 7 |
| 6 | EARTH STRUCTURES | 8 | 62% | 2% | 8 |
| 7 | SOLID WASTE LANDFILLS | 6 | 31% | 4% | 17 |
| 8 | OBLIQUE SH WAVES | 6 | 100% | 1% | 4 |
| 9 | PERMANENT DISPLACEMENT | 6 | 100% | 1% | 4 |
| 10 | TRANSLATIONAL FAILURE ANALYSIS | 6 | 100% | 1% | 4 |
Journals |
Reviews |
| Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
|---|---|---|---|---|
| Analysis of dam deformation measurements with the robust and non-robust methods | 2010 | 1 | 1 | 100% |
| Numerical analysis of the seismic behaviour of earth dam | 2009 | 2 | 6 | 50% |
| Spectral element analysis to evaluate the stability of long and steep slopes | 2014 | 1 | 29 | 10% |
| Linear elastic and plastic-damage analyses of a concrete cut-off wall constructed in deep overburden | 2015 | 0 | 26 | 19% |
Address terms |
| Rank | Address term | Relevance score (tfidf) |
Class's shr. of term's tot. occurrences |
Shr. of publ. in class containing term |
Num. of publ. in class |
|---|---|---|---|---|---|
| 1 | WASTE HAZARDOUS MAT | 1 | 40% | 0.5% | 2 |
| 2 | TONGKE | 1 | 33% | 0.5% | 2 |
| 3 | BUR RECONSTRUCT | 1 | 50% | 0.2% | 1 |
| 4 | CIVIL DESIGN BUILD TEAM | 1 | 50% | 0.2% | 1 |
| 5 | DISASTER MANAGEMENT TEAM | 1 | 50% | 0.2% | 1 |
| 6 | FRONTIER PROJECT SECT | 1 | 50% | 0.2% | 1 |
| 7 | JIANGSU SURVEYING DESIGN | 1 | 50% | 0.2% | 1 |
| 8 | KANDILI OBSERV EARTHQUAKE | 1 | 50% | 0.2% | 1 |
| 9 | DIGA | 0 | 33% | 0.2% | 1 |
| 10 | IZIIS | 0 | 33% | 0.2% | 1 |
Related classes at same level (level 1) |
| Rank | Relatedness score | Related classes |
|---|---|---|
| 1 | 0.0000212635 | SLOPE STABILITY//FACTOR OF SAFETY//CRITICAL SLIP SURFACE |
| 2 | 0.0000195805 | CEMENTED PASTE BACKFILL//PASTE BACKFILL//EARTH PRESSURE |
| 3 | 0.0000151861 | LIQUEFACTION//SANDS//SAND |
| 4 | 0.0000134840 | BENDER ELEMENT//RESONANT COLUMN//BENDER ELEMENTS |
| 5 | 0.0000119653 | DAM RESERVOIR FOUNDATION INTERACTION//CONCRETE GRAVITY DAMS//DAM RESERVOIR INTERACTION |
| 6 | 0.0000111243 | IMPROVEMENT DEPTH//DYNAMIC COMPACTION DC//RAPID IMPACT COMPACTION |
| 7 | 0.0000105206 | LANDSLIDE SUSCEPTIBILITY//LANDSLIDE//LANDSLIDES |
| 8 | 0.0000101731 | FERRIC DOSING//IMPERMEABLE CORE//EARTHFILL |
| 9 | 0.0000096541 | RESIDUAL FRICTION ANGLE//INTERIOR PLAINS//RING SHEAR TEST |
| 10 | 0.0000093106 | ROCKING//FOUNDATION UPLIFT//OVERTURNING |