Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
17200 | 548 | 23.1 | 35% |
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 | SLOPE STABILITY | Author keyword | 19 | 12% | 28% | 151 |
2 | FACTOR OF SAFETY | Author keyword | 14 | 23% | 10% | 56 |
3 | CRITICAL SLIP SURFACE | Author keyword | 13 | 50% | 3% | 19 |
4 | THREE DIMENSIONAL SLOPE | Author keyword | 11 | 78% | 1% | 7 |
5 | LIMIT EQUILIBRIUM | Author keyword | 9 | 23% | 6% | 34 |
6 | LIMIT EQUILIBRIUM METHOD | Author keyword | 9 | 25% | 5% | 30 |
7 | SLOPE STABILITY ANALYSIS | Author keyword | 7 | 25% | 5% | 25 |
8 | CRITICAL FAILURE SURFACE | Author keyword | 7 | 64% | 1% | 7 |
9 | THREE DIMENSIONAL SLOPE STABILITY | Author keyword | 7 | 57% | 1% | 8 |
10 | LIMIT STATE ANALYSIS | Author keyword | 4 | 39% | 2% | 9 |
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 | SLOPE STABILITY | 19 | 12% | 28% | 151 | Search SLOPE+STABILITY | Search SLOPE+STABILITY |
2 | FACTOR OF SAFETY | 14 | 23% | 10% | 56 | Search FACTOR+OF+SAFETY | Search FACTOR+OF+SAFETY |
3 | CRITICAL SLIP SURFACE | 13 | 50% | 3% | 19 | Search CRITICAL+SLIP+SURFACE | Search CRITICAL+SLIP+SURFACE |
4 | THREE DIMENSIONAL SLOPE | 11 | 78% | 1% | 7 | Search THREE+DIMENSIONAL+SLOPE | Search THREE+DIMENSIONAL+SLOPE |
5 | LIMIT EQUILIBRIUM | 9 | 23% | 6% | 34 | Search LIMIT+EQUILIBRIUM | Search LIMIT+EQUILIBRIUM |
6 | LIMIT EQUILIBRIUM METHOD | 9 | 25% | 5% | 30 | Search LIMIT+EQUILIBRIUM+METHOD | Search LIMIT+EQUILIBRIUM+METHOD |
7 | SLOPE STABILITY ANALYSIS | 7 | 25% | 5% | 25 | Search SLOPE+STABILITY+ANALYSIS | Search SLOPE+STABILITY+ANALYSIS |
8 | CRITICAL FAILURE SURFACE | 7 | 64% | 1% | 7 | Search CRITICAL+FAILURE+SURFACE | Search CRITICAL+FAILURE+SURFACE |
9 | THREE DIMENSIONAL SLOPE STABILITY | 7 | 57% | 1% | 8 | Search THREE+DIMENSIONAL+SLOPE+STABILITY | Search THREE+DIMENSIONAL+SLOPE+STABILITY |
10 | LIMIT STATE ANALYSIS | 4 | 39% | 2% | 9 | Search LIMIT+STATE+ANALYSIS | Search LIMIT+STATE+ANALYSIS |
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 | LIMIT EQUILIBRIUM | 43 | 55% | 10% | 53 |
2 | CRITICAL SLIP SURFACE | 39 | 65% | 7% | 37 |
3 | CRITICAL FAILURE SURFACE | 19 | 76% | 2% | 13 |
4 | STRENGTH REDUCTION | 15 | 39% | 6% | 31 |
5 | NONCIRCULAR FAILURE SURFACE | 15 | 77% | 2% | 10 |
6 | UPPER BOUND THEOREM | 11 | 57% | 2% | 13 |
7 | SLOPE STABILITY ANALYSIS | 10 | 24% | 7% | 36 |
8 | GLOBAL SEARCH | 9 | 52% | 2% | 12 |
9 | FAILURE SURFACE | 8 | 56% | 2% | 10 |
10 | STABILITY ANALYSIS METHOD | 6 | 100% | 1% | 4 |
Journals |
Reviews |
Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
---|---|---|---|---|
State of the art: Limit equilibrium and finite-element analysis of slopes | 1996 | 303 | 38 | 68% |
Application of an elastoplastic spectral-element method to 3D slope stability analysis | 2012 | 5 | 73 | 18% |
Global Scenarios of Metal Mining, Environmental Repercussions, Public Policies, and Sustainability: A Review | 2013 | 1 | 52 | 2% |
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 | GORGES ERVOIR AREA 3 | 3 | 45% | 0.9% | 5 |
2 | EXCELLENCE GEOTECH SCI ENGN | 1 | 18% | 0.7% | 4 |
3 | GEOL HAZARDS | 1 | 13% | 1.1% | 6 |
4 | ALTERNAT HYDRO ENERGY | 1 | 50% | 0.2% | 1 |
5 | DICAT CIVIL ENVIRONM ARCHITECTURAL ENGN | 1 | 50% | 0.2% | 1 |
6 | HOPEWELL | 1 | 50% | 0.2% | 1 |
7 | KEY TRANSPORTAT TNUUEL ENGN | 1 | 50% | 0.2% | 1 |
8 | MAT ENGN TECHNOL BLDG | 1 | 50% | 0.2% | 1 |
9 | MIL CIVIL ENGN | 1 | 50% | 0.2% | 1 |
10 | MINIST EDUC CHINA EFFICIENT MIN SAFETY MET MINE | 1 | 50% | 0.2% | 1 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000263945 | INFRASTRUCT ENGN TEAM//RELIABILITY BASED DESIGN//LOAD AND RESISTANCE FACTOR DESIGN |
2 | 0.0000212635 | CONCRETE FACED ROCKFILL DAM//SEISMIC SLOPE STABILITY//PERMANENT DISPLACEMENT |
3 | 0.0000151081 | RESIDUAL FRICTION ANGLE//INTERIOR PLAINS//RING SHEAR TEST |
4 | 0.0000148585 | DEEP SEATED GRAVITATIONAL SLOPE DEFORMATION//SACKUNG//ROCK SLOPE FAILURE |
5 | 0.0000125133 | DISCONTINUOUS DEFORMATION ANALYSIS//ROOFING SLATE//POLYHEDRAL MODELLING |
6 | 0.0000114880 | LANDSLIDE SUSCEPTIBILITY//LANDSLIDE//LANDSLIDES |
7 | 0.0000113649 | CEMENTED PASTE BACKFILL//PASTE BACKFILL//EARTH PRESSURE |
8 | 0.0000102361 | TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY//CONVERGENCE CONFINEMENT METHOD//SQUEEZING GROUND |
9 | 0.0000100520 | OFFSHORE FDN SYST//OFFSHORE ENGINEERING//FOOTINGS FOUNDATIONS |
10 | 0.0000098787 | FERRIC DOSING//IMPERMEABLE CORE//EARTHFILL |