Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
24414 | 262 | 19.6 | 26% |
Classes in level above (level 2) |
ID, lev. above |
Publications | Label for level above |
---|---|---|
444 | 15532 | INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES//ROCK MECHANICS AND ROCK ENGINEERING//ENGINEERING, GEOLOGICAL |
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 | ROCK BOLT | Author keyword | 8 | 33% | 7% | 19 |
2 | GROUND ANCHORAGES | Author keyword | 6 | 80% | 2% | 4 |
3 | D BOLT | Author keyword | 6 | 100% | 2% | 4 |
4 | ROCK REINFORCEMENT | Author keyword | 5 | 47% | 3% | 8 |
5 | FULLY GROUTED ROCK BOLTS | Author keyword | 3 | 100% | 1% | 3 |
6 | FULLY GROUTED ROCKBOLTS | Author keyword | 3 | 100% | 1% | 3 |
7 | REPAIR GROUTING | Author keyword | 3 | 100% | 1% | 3 |
8 | COMPOSITE ELEMENT METHOD | Author keyword | 3 | 40% | 2% | 6 |
9 | CABLE BOLTS | Author keyword | 3 | 60% | 1% | 3 |
10 | LOAD DISPLACEMENT BEHAVIOUR | Author keyword | 2 | 67% | 1% | 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 | ROCK BOLT | 8 | 33% | 7% | 19 | Search ROCK+BOLT | Search ROCK+BOLT |
2 | GROUND ANCHORAGES | 6 | 80% | 2% | 4 | Search GROUND+ANCHORAGES | Search GROUND+ANCHORAGES |
3 | D BOLT | 6 | 100% | 2% | 4 | Search D+BOLT | Search D+BOLT |
4 | ROCK REINFORCEMENT | 5 | 47% | 3% | 8 | Search ROCK+REINFORCEMENT | Search ROCK+REINFORCEMENT |
5 | FULLY GROUTED ROCK BOLTS | 3 | 100% | 1% | 3 | Search FULLY+GROUTED+ROCK+BOLTS | Search FULLY+GROUTED+ROCK+BOLTS |
6 | FULLY GROUTED ROCKBOLTS | 3 | 100% | 1% | 3 | Search FULLY+GROUTED+ROCKBOLTS | Search FULLY+GROUTED+ROCKBOLTS |
7 | REPAIR GROUTING | 3 | 100% | 1% | 3 | Search REPAIR+GROUTING | Search REPAIR+GROUTING |
8 | COMPOSITE ELEMENT METHOD | 3 | 40% | 2% | 6 | Search COMPOSITE+ELEMENT+METHOD | Search COMPOSITE+ELEMENT+METHOD |
9 | CABLE BOLTS | 3 | 60% | 1% | 3 | Search CABLE+BOLTS | Search CABLE+BOLTS |
10 | LOAD DISPLACEMENT BEHAVIOUR | 2 | 67% | 1% | 2 | Search LOAD+DISPLACEMENT+BEHAVIOUR | Search LOAD+DISPLACEMENT+BEHAVIOUR |
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 | CABLE BOLTS | 18 | 89% | 3% | 8 |
2 | GROUTED CABLE BOLTS | 7 | 64% | 3% | 7 |
3 | FULLY GROUTED BOLTS | 6 | 80% | 2% | 4 |
4 | GROUND ANCHORAGES | 4 | 75% | 1% | 3 |
5 | ROCK ANCHORS | 4 | 75% | 1% | 3 |
6 | ROCK BOLT | 3 | 57% | 2% | 4 |
7 | GROUTED BOLTS | 3 | 60% | 1% | 3 |
8 | ALKALI FREE | 2 | 67% | 1% | 2 |
9 | END BEARING CAPACITY | 2 | 67% | 1% | 2 |
10 | ABSORBING ROCK BOLT | 1 | 50% | 1% | 2 |
Journals |
Reviews |
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 | MIN DESIGNING BRANCH | 2 | 50% | 1.1% | 3 |
2 | PETR ENGN MINERAL OURCES | 1 | 50% | 0.4% | 1 |
3 | SICHUAN PROV COMMUN | 1 | 50% | 0.4% | 1 |
4 | ADMIXTURE | 0 | 33% | 0.4% | 1 |
5 | KUNMING DESIGN | 0 | 33% | 0.4% | 1 |
6 | STATE COAL MIN CLEAN UTILIZAT | 0 | 25% | 0.4% | 1 |
7 | ENGN GEOL OURCE GEOTECH GRP | 0 | 14% | 0.4% | 1 |
8 | LASSONDE MIN | 0 | 14% | 0.4% | 1 |
9 | STATE BREEDING BASE MIN DISASTER PREVENT | 0 | 14% | 0.4% | 1 |
10 | DGC | 0 | 10% | 0.4% | 1 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000188686 | ROCKBURST//OSTRAVA KARVINA COAL BASIN//ROCK BURST |
2 | 0.0000184388 | DISCONTINUOUS DEFORMATION ANALYSIS//ROOFING SLATE//POLYHEDRAL MODELLING |
3 | 0.0000168563 | TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY//CONVERGENCE CONFINEMENT METHOD//SQUEEZING GROUND |
4 | 0.0000167847 | ADHESIVE ANCHORS//CONCRETE CORES//POST INSTALLED |
5 | 0.0000151117 | PILLAR DESIGN//CRUSH PILLARS//ISOLATED EXTRACTED ZONE |
6 | 0.0000136963 | CALCARENITE STONE//ELASTIC DYNAMIC MODULUS//LONGITUDINAL AND TRANSVERSE VELOCITIES |
7 | 0.0000115428 | DEFORMED REINFORCEMENT//BOND CONCRETE TO REINFORCEMENT//SPLICE LENGTH |
8 | 0.0000112417 | ICE RING//UNDERGROUND STORAGE CAVERNS//DISINFECTION ACTIVITY |
9 | 0.0000086718 | EPISTYLES//TESTING MAT//DIONYSOS MARBLE |
10 | 0.0000080843 | THIN SPRAY ON LINER//FIBRE REINFORCED SHOTCRETE//HEAT INSULATION COATING |