Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
20694 | 389 | 20.6 | 31% |
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 | SOIL TUNNEL INTERACTION | Author keyword | 5 | 63% | 1% | 5 |
2 | CIRCULAR TUNNELS | Author keyword | 4 | 75% | 1% | 3 |
3 | SOIL LINING INTERACTION | Author keyword | 3 | 100% | 1% | 3 |
4 | UNDERGROUND STRUCTURES | Author keyword | 2 | 17% | 3% | 13 |
5 | LINING CRACKS | Author keyword | 2 | 67% | 1% | 2 |
6 | OVALING DEFORMATION | Author keyword | 2 | 67% | 1% | 2 |
7 | SATURATED POROELASTIC MEDIUM | Author keyword | 2 | 67% | 1% | 2 |
8 | SUBSTITUTE PORE FLUID | Author keyword | 2 | 67% | 1% | 2 |
9 | DYNAMIC CENTRIFUGE TEST | Author keyword | 2 | 43% | 1% | 3 |
10 | IMMERSED | Author keyword | 1 | 38% | 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 | SOIL TUNNEL INTERACTION | 5 | 63% | 1% | 5 | Search SOIL+TUNNEL+INTERACTION | Search SOIL+TUNNEL+INTERACTION |
2 | CIRCULAR TUNNELS | 4 | 75% | 1% | 3 | Search CIRCULAR+TUNNELS | Search CIRCULAR+TUNNELS |
3 | SOIL LINING INTERACTION | 3 | 100% | 1% | 3 | Search SOIL+LINING+INTERACTION | Search SOIL+LINING+INTERACTION |
4 | UNDERGROUND STRUCTURES | 2 | 17% | 3% | 13 | Search UNDERGROUND+STRUCTURES | Search UNDERGROUND+STRUCTURES |
5 | LINING CRACKS | 2 | 67% | 1% | 2 | Search LINING+CRACKS | Search LINING+CRACKS |
6 | OVALING DEFORMATION | 2 | 67% | 1% | 2 | Search OVALING+DEFORMATION | Search OVALING+DEFORMATION |
7 | SATURATED POROELASTIC MEDIUM | 2 | 67% | 1% | 2 | Search SATURATED+POROELASTIC+MEDIUM | Search SATURATED+POROELASTIC+MEDIUM |
8 | SUBSTITUTE PORE FLUID | 2 | 67% | 1% | 2 | Search SUBSTITUTE+PORE+FLUID | Search SUBSTITUTE+PORE+FLUID |
9 | DYNAMIC CENTRIFUGE TEST | 2 | 43% | 1% | 3 | Search DYNAMIC+CENTRIFUGE+TEST | Search DYNAMIC+CENTRIFUGE+TEST |
10 | IMMERSED | 1 | 38% | 1% | 3 | Search IMMERSED | Search IMMERSED |
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 | UNDERGROUND STRUCTURES | 41 | 65% | 10% | 40 |
2 | LINED TUNNELS | 15 | 88% | 2% | 7 |
3 | MOUNTAIN TUNNELS | 11 | 78% | 2% | 7 |
4 | LININGS | 4 | 21% | 4% | 16 |
5 | MANHOLE UPLIFT | 3 | 100% | 1% | 3 |
6 | FILLED CYLINDRICAL CAVITY | 2 | 67% | 1% | 2 |
7 | BURIED PIPELINE | 2 | 31% | 1% | 5 |
8 | CIRCULAR TUNNELS | 2 | 25% | 2% | 6 |
9 | 2 CYLINDRICAL CAVITIES | 1 | 100% | 1% | 2 |
10 | BORED TUNNELS | 1 | 100% | 1% | 2 |
Journals |
Reviews |
Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
---|---|---|---|---|
Seismic design and analysis of underground structures | 2001 | 155 | 11 | 55% |
SEISMIC RESPONSE OF A CYLINDRICAL-SHELL EMBEDDED IN A LAYERED VISCOELASTIC HALF-SPACE .1. FORMULATION | 1994 | 17 | 24 | 75% |
DYNAMIC ANALYSIS OF LARGE 3-D UNDERGROUND STRUCTURES BY THE BEM | 1995 | 39 | 33 | 30% |
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 | KOREA EARTHQUAKE ENGN | 1 | 100% | 0.5% | 2 |
2 | UNIT SOIL DYNAM GEOTECH EARTHQUAKE ENGN | 1 | 50% | 0.5% | 2 |
3 | OFIELD | 1 | 16% | 1.5% | 6 |
4 | BUR RECONSTRUCT | 1 | 50% | 0.3% | 1 |
5 | CHINA COMMUN CONSTRUCT CORP | 1 | 50% | 0.3% | 1 |
6 | CNRS RECH GENIE CIVIL MECAN GEM | 1 | 50% | 0.3% | 1 |
7 | HIGH END FOREIGN EXPERT | 1 | 50% | 0.3% | 1 |
8 | HIGHWAY CONSULTANTS CO LTD 2 | 1 | 50% | 0.3% | 1 |
9 | KEY TRANSPORTAT TNUUEL ENGN | 1 | 50% | 0.3% | 1 |
10 | SCI HIST ARCHITECTURE TORAT | 1 | 50% | 0.3% | 1 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000232980 | UPLIFT RESPONSE//PERMANENT GROUND DEFORMATION//FAULT RUPTURE PROPAGATION |
2 | 0.0000137458 | BENDER ELEMENT//RESONANT COLUMN//BENDER ELEMENTS |
3 | 0.0000127946 | COMPRESSIBLE CONSTITUENTS//STRUCT THEORY//POROELASTIC SOLID |
4 | 0.0000124509 | TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY//CONVERGENCE CONFINEMENT METHOD//SQUEEZING GROUND |
5 | 0.0000106774 | WAVE FIELD SIMULATION//COMPUTATIONAL SEISMOLOGY//SITE EFFECTS |
6 | 0.0000100498 | SCALED BOUNDARY FINITE ELEMENT METHOD//HYDRAUL ENERGY//SOIL STRUCTURE INTERACTION |
7 | 0.0000095899 | CEMENTED PASTE BACKFILL//PASTE BACKFILL//EARTH PRESSURE |
8 | 0.0000087293 | THEORET MECH DYNAM VIBRAT//GROUND VIBRATION//WAVE BARRIER |
9 | 0.0000083677 | PK STERNBERG STATE ASTRON//LAPLACE AND POISSON EQUATIONS//DILATATIONAL WAVE |
10 | 0.0000081437 | CONCRETE FACED ROCKFILL DAM//SEISMIC SLOPE STABILITY//PERMANENT DISPLACEMENT |