Class information for: |
Basic class information |
| ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
|---|---|---|---|
| 23269 | 297 | 25.5 | 29% |
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 | TRANSPARENT SOIL | Author keyword | 27 | 72% | 7% | 21 |
| 2 | GROUTABILITY | Author keyword | 11 | 65% | 4% | 11 |
| 3 | GROUTING | Author keyword | 9 | 17% | 16% | 49 |
| 4 | MICROFINE CEMENT | Author keyword | 4 | 47% | 2% | 7 |
| 5 | GELLING LIQUIDS | Author keyword | 3 | 100% | 1% | 3 |
| 6 | SOIL ROCK MECH | Address | 3 | 33% | 3% | 8 |
| 7 | CEMENT GROUTING | Author keyword | 3 | 45% | 2% | 5 |
| 8 | PERMEATION GROUTING | Author keyword | 3 | 35% | 2% | 7 |
| 9 | FRACTURE GROUTING | Author keyword | 3 | 50% | 1% | 4 |
| 10 | GROUTING DESIGN | Author keyword | 3 | 60% | 1% | 3 |
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 | TRANSPARENT SOIL | 27 | 72% | 7% | 21 | Search TRANSPARENT+SOIL | Search TRANSPARENT+SOIL |
| 2 | GROUTABILITY | 11 | 65% | 4% | 11 | Search GROUTABILITY | Search GROUTABILITY |
| 3 | GROUTING | 9 | 17% | 16% | 49 | Search GROUTING | Search GROUTING |
| 4 | MICROFINE CEMENT | 4 | 47% | 2% | 7 | Search MICROFINE+CEMENT | Search MICROFINE+CEMENT |
| 5 | GELLING LIQUIDS | 3 | 100% | 1% | 3 | Search GELLING+LIQUIDS | Search GELLING+LIQUIDS |
| 6 | CEMENT GROUTING | 3 | 45% | 2% | 5 | Search CEMENT+GROUTING | Search CEMENT+GROUTING |
| 7 | PERMEATION GROUTING | 3 | 35% | 2% | 7 | Search PERMEATION+GROUTING | Search PERMEATION+GROUTING |
| 8 | FRACTURE GROUTING | 3 | 50% | 1% | 4 | Search FRACTURE+GROUTING | Search FRACTURE+GROUTING |
| 9 | GROUTING DESIGN | 3 | 60% | 1% | 3 | Search GROUTING+DESIGN | Search GROUTING+DESIGN |
| 10 | PUMICE SAND | 2 | 67% | 1% | 2 | Search PUMICE+SAND | Search PUMICE+SAND |
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 | GROUTABILITY | 4 | 67% | 1% | 4 |
| 2 | COLLOIDAL SILICA GROUT | 3 | 60% | 1% | 3 |
| 3 | TRANSPARENT SOIL | 3 | 60% | 1% | 3 |
| 4 | CEMENT GROUT | 2 | 43% | 1% | 3 |
| 5 | MOBILITY ANALYZER METHODS | 2 | 43% | 1% | 3 |
| 6 | CYCLIC UNDRAINED BEHAVIOR | 1 | 100% | 1% | 2 |
| 7 | POROUS GRANULAR MEDIUM | 1 | 100% | 1% | 2 |
| 8 | ROMERIKSPORTEN | 1 | 40% | 1% | 2 |
| 9 | GROUT | 1 | 17% | 1% | 4 |
| 10 | CA BEARING | 1 | 50% | 0% | 1 |
Journals |
Reviews |
| Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
|---|---|---|---|---|
| THE INFLUENCE OF ROCK ANISOTROPY ON HOLE DEVIATION IN ROTARY DRILLING - A REVIEW | 1981 | 9 | 1 | 100% |
| SITE INVESTIGATION FOR TUNNELS | 1981 | 3 | 1 | 100% |
| International society for rock mechanics commission on rock grouting | 1996 | 15 | 29 | 3% |
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 | SOIL ROCK MECH | 3 | 33% | 2.7% | 8 |
| 2 | CONSTRUCT SCI MAT | 1 | 100% | 0.7% | 2 |
| 3 | INNOVAT GROUTING MAT TECHNOL CIGMAT | 1 | 50% | 0.7% | 2 |
| 4 | CIVIL URBAN ENGN | 1 | 13% | 2.7% | 8 |
| 5 | GEOENVIRONM EVALUAT | 1 | 40% | 0.7% | 2 |
| 6 | CIVIL ENGN ARCHITECTURAL ENGN | 1 | 50% | 0.3% | 1 |
| 7 | MMM ENGN | 1 | 50% | 0.3% | 1 |
| 8 | PICKLE | 1 | 50% | 0.3% | 1 |
| 9 | RECYCLED MAT OURCE RMRC 3G | 1 | 50% | 0.3% | 1 |
| 10 | ROCK MECH PL GEOL | 1 | 50% | 0.3% | 1 |
Related classes at same level (level 1) |
| Rank | Relatedness score | Related classes |
|---|---|---|
| 1 | 0.0000098902 | DISSIPATION TEST//PIEZOCONE//PRESSUREMETER |
| 2 | 0.0000091142 | TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY//CONVERGENCE CONFINEMENT METHOD//SQUEEZING GROUND |
| 3 | 0.0000088816 | ROCK JOINT//ROCK JOINTS//CUBIC LAW |
| 4 | 0.0000086663 | BENDER ELEMENT//RESONANT COLUMN//BENDER ELEMENTS |
| 5 | 0.0000080980 | SELF CONSOLIDATING CONCRETE//SELF COMPACTING CONCRETE//FRESH CONCRETE |
| 6 | 0.0000067469 | FERRIC DOSING//IMPERMEABLE CORE//EARTHFILL |
| 7 | 0.0000065858 | IMPROVEMENT DEPTH//DYNAMIC COMPACTION DC//RAPID IMPACT COMPACTION |
| 8 | 0.0000058652 | VERTICAL DRAIN//CONSOLIDATION//VERTICAL DRAINS |
| 9 | 0.0000054153 | HIGHEST P TIGE SCI PROFESS FDN//LEIGHTON BUZZARD SAND//TIME DOMAIN GROUND MOTION PARAMETERS |
| 10 | 0.0000054021 | OFFSHORE FDN SYST//OFFSHORE ENGINEERING//FOOTINGS FOUNDATIONS |