Class information for: |
Basic class information |
| ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
|---|---|---|---|
| 34550 | 68 | 24.0 | 25% |
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 | IMPROVEMENT DEPTH | Author keyword | 6 | 71% | 7% | 5 |
| 2 | DYNAMIC COMPACTION DC | Author keyword | 3 | 57% | 6% | 4 |
| 3 | RAPID IMPACT COMPACTION | Author keyword | 3 | 60% | 4% | 3 |
| 4 | DYNAMIC COMPACTION | Author keyword | 2 | 12% | 24% | 16 |
| 5 | DYNAMIC PENETRATION TEST | Author keyword | 2 | 50% | 4% | 3 |
| 6 | TONGKE | Address | 2 | 50% | 4% | 3 |
| 7 | DEPTH OF IMPROVEMENT | Author keyword | 1 | 100% | 3% | 2 |
| 8 | SURFACE WAVE TEST | Author keyword | 1 | 40% | 3% | 2 |
| 9 | ALLOWABLE BEARING CAPACITY | Author keyword | 1 | 50% | 1% | 1 |
| 10 | COMPACTED MATERIAL | Author keyword | 1 | 50% | 1% | 1 |
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 | IMPROVEMENT DEPTH | 6 | 71% | 7% | 5 | Search IMPROVEMENT+DEPTH | Search IMPROVEMENT+DEPTH |
| 2 | DYNAMIC COMPACTION DC | 3 | 57% | 6% | 4 | Search DYNAMIC+COMPACTION+DC | Search DYNAMIC+COMPACTION+DC |
| 3 | RAPID IMPACT COMPACTION | 3 | 60% | 4% | 3 | Search RAPID+IMPACT+COMPACTION | Search RAPID+IMPACT+COMPACTION |
| 4 | DYNAMIC COMPACTION | 2 | 12% | 24% | 16 | Search DYNAMIC+COMPACTION | Search DYNAMIC+COMPACTION |
| 5 | DYNAMIC PENETRATION TEST | 2 | 50% | 4% | 3 | Search DYNAMIC+PENETRATION+TEST | Search DYNAMIC+PENETRATION+TEST |
| 6 | DEPTH OF IMPROVEMENT | 1 | 100% | 3% | 2 | Search DEPTH+OF+IMPROVEMENT | Search DEPTH+OF+IMPROVEMENT |
| 7 | SURFACE WAVE TEST | 1 | 40% | 3% | 2 | Search SURFACE+WAVE+TEST | Search SURFACE+WAVE+TEST |
| 8 | ALLOWABLE BEARING CAPACITY | 1 | 50% | 1% | 1 | Search ALLOWABLE+BEARING+CAPACITY | Search ALLOWABLE+BEARING+CAPACITY |
| 9 | COMPACTED MATERIAL | 1 | 50% | 1% | 1 | Search COMPACTED+MATERIAL | Search COMPACTED+MATERIAL |
| 10 | DEEP EXPLOSIONS | 1 | 50% | 1% | 1 | Search DEEP+EXPLOSIONS | Search DEEP+EXPLOSIONS |
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 | IMPACT STRESSES | 15 | 88% | 10% | 7 |
| 2 | LOOSE GRANULAR SOILS | 8 | 100% | 7% | 5 |
| 3 | ENERGY DYNAMIC COMPACTION | 1 | 100% | 3% | 2 |
| 4 | OPTIMUM MOISTURE CONTENT | 1 | 50% | 1% | 1 |
| 5 | GROUND RESPONSE | 0 | 11% | 6% | 4 |
| 6 | COLLAPSIBLE SOILS | 0 | 11% | 1% | 1 |
| 7 | FRIABLE LOESS | 0 | 100% | 1% | 1 |
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 | TONGKE | 2 | 50% | 4.4% | 3 |
| 2 | HYDRAUL GEOTECHN ENVIRONM ENGN | 1 | 50% | 1.5% | 1 |
| 3 | CIVIL END ENVIRONM ENGN | 0 | 33% | 1.5% | 1 |
| 4 | OCEAN IND | 0 | 25% | 1.5% | 1 |
| 5 | LAND QUAL | 0 | 10% | 1.5% | 1 |
| 6 | NUCL POWER PLANT ENGN | 0 | 10% | 1.5% | 1 |
| 7 | BLDG TRANSPORT MECH ENGN | 0 | 100% | 1.5% | 1 |
Related classes at same level (level 1) |
| Rank | Relatedness score | Related classes |
|---|---|---|
| 1 | 0.0000210043 | DISSIPATION TEST//PIEZOCONE//PRESSUREMETER |
| 2 | 0.0000162383 | CONTINUOUS COMPACTION CONTROL//INTELLIGENT COMPACTION//UNBOUND GRANULAR MATERIALS |
| 3 | 0.0000143086 | THEORET MECH DYNAM VIBRAT//GROUND VIBRATION//WAVE BARRIER |
| 4 | 0.0000133690 | SEBASTIANO FLORIGERIO//18TH AND 19TH CENTURY//INTERNATIONAL CIRCULATION OF ECONOMIC IDEAS |
| 5 | 0.0000131761 | COMPRESSIBLE CONSTITUENTS//STRUCT THEORY//POROELASTIC SOLID |
| 6 | 0.0000116073 | VERTICAL DRAIN//CONSOLIDATION//VERTICAL DRAINS |
| 7 | 0.0000111243 | CONCRETE FACED ROCKFILL DAM//SEISMIC SLOPE STABILITY//PERMANENT DISPLACEMENT |
| 8 | 0.0000104343 | WATER PANEL//MAXIMUM DRY UNIT WEIGHT//WATER BOARD |
| 9 | 0.0000099738 | LIQUEFACTION//SANDS//SAND |
| 10 | 0.0000095473 | PILES PILING//PILES//SHAFT RESISTANCE |