Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
3462 | 1903 | 23.0 | 34% |
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 | TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY | Journal | 192 | 33% | 25% | 475 |
2 | CONVERGENCE CONFINEMENT METHOD | Author keyword | 44 | 88% | 1% | 21 |
3 | SQUEEZING GROUND | Author keyword | 42 | 94% | 1% | 15 |
4 | TUNNELS | Author keyword | 35 | 27% | 6% | 111 |
5 | CHANGSHA RAILWAY | Address | 34 | 93% | 1% | 13 |
6 | TUNNEL FACE STABILITY | Author keyword | 29 | 88% | 1% | 14 |
7 | SHIELD TUNNELLING | Author keyword | 21 | 75% | 1% | 15 |
8 | FACE STABILITY | Author keyword | 20 | 57% | 1% | 24 |
9 | SEGMENTAL LINING | Author keyword | 19 | 80% | 1% | 12 |
10 | GROUND REACTION CURVE | Author keyword | 17 | 79% | 1% | 11 |
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 | CONVERGENCE CONFINEMENT METHOD | 44 | 88% | 1% | 21 | Search CONVERGENCE+CONFINEMENT+METHOD | Search CONVERGENCE+CONFINEMENT+METHOD |
2 | SQUEEZING GROUND | 42 | 94% | 1% | 15 | Search SQUEEZING+GROUND | Search SQUEEZING+GROUND |
3 | TUNNELS | 35 | 27% | 6% | 111 | Search TUNNELS | Search TUNNELS |
4 | TUNNEL FACE STABILITY | 29 | 88% | 1% | 14 | Search TUNNEL+FACE+STABILITY | Search TUNNEL+FACE+STABILITY |
5 | SHIELD TUNNELLING | 21 | 75% | 1% | 15 | Search SHIELD+TUNNELLING | Search SHIELD+TUNNELLING |
6 | FACE STABILITY | 20 | 57% | 1% | 24 | Search FACE+STABILITY | Search FACE+STABILITY |
7 | SEGMENTAL LINING | 19 | 80% | 1% | 12 | Search SEGMENTAL+LINING | Search SEGMENTAL+LINING |
8 | GROUND REACTION CURVE | 17 | 79% | 1% | 11 | Search GROUND+REACTION+CURVE | Search GROUND+REACTION+CURVE |
9 | TUNNEL CONVERGENCE | 17 | 72% | 1% | 13 | Search TUNNEL+CONVERGENCE | Search TUNNEL+CONVERGENCE |
10 | TUNNEL | 16 | 12% | 7% | 134 | Search TUNNEL | Search TUNNEL |
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 | SHALLOW TUNNELS | 74 | 81% | 2% | 44 |
2 | BROWN FAILURE CRITERION | 65 | 72% | 3% | 51 |
3 | INDUCED SETTLEMENT | 38 | 89% | 1% | 17 |
4 | GROUND RESPONSE CURVES | 33 | 75% | 1% | 24 |
5 | CIRCULAR OPENINGS | 23 | 100% | 1% | 10 |
6 | CIRCULAR TUNNEL | 22 | 54% | 1% | 28 |
7 | FACE STABILITY | 21 | 75% | 1% | 15 |
8 | EXCAVATION | 17 | 21% | 4% | 73 |
9 | CONVERGENCE CONFINEMENT METHOD | 17 | 100% | 0% | 8 |
10 | ROCK MASSES | 16 | 23% | 3% | 61 |
Journals |
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 | TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY | 192 | 33% | 25% | 475 |
Reviews |
Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
---|---|---|---|---|
Physical modeling of tunnels in soft ground: A review | 2008 | 38 | 13 | 77% |
Analysis of Disturbing Influence of Traffic Load on Soil Body | 2015 | 0 | 4 | 100% |
Review of long drive microtunneling technology for use on large scale projects | 2014 | 0 | 3 | 100% |
Developments and applications of the numerical analysis of tunnels in continuous media | 1999 | 34 | 38 | 45% |
Time dependent deformations during tunnelling and stability of tunnel faces in fine-grained soils under groundwater | 2009 | 3 | 2 | 50% |
An approach to assessing the hydraulic conductivity disturbance in fractured rocks around the Syueshan tunnel, Taiwan | 2009 | 7 | 12 | 25% |
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 | CHANGSHA RAILWAY | 34 | 93% | 0.7% | 13 |
2 | UNDERGROUND MIN CONSTRUCT | 15 | 88% | 0.4% | 7 |
3 | GEO OURCES LAND | 6 | 71% | 0.3% | 5 |
4 | TUNNELLING UNDERGROUND SPACE | 6 | 71% | 0.3% | 5 |
5 | CIV ENG | 4 | 75% | 0.2% | 3 |
6 | CIVIL ENVIR ENGN | 3 | 57% | 0.2% | 4 |
7 | ETS CAMINOS CANALES PUESTOS | 3 | 100% | 0.2% | 3 |
8 | URBAN UNDERGROUND ENGN | 3 | 100% | 0.2% | 3 |
9 | HUNAN PROV HIGH EFFICIENCY PRECIS MACHI | 3 | 60% | 0.2% | 3 |
10 | MODERN ENGN MECH | 3 | 60% | 0.2% | 3 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000168563 | ROCK BOLT//GROUND ANCHORAGES//D BOLT |
2 | 0.0000148832 | DIAPHRAGM AND IN SITU WALLS//WALL DEFLECTION//BRACED EXCAVATION |
3 | 0.0000127288 | DISTURBED STATE CONCEPT//INTERMEDIATE PRINCIPAL STRESS//BRIDGE TUNNEL SHAANXI PROV |
4 | 0.0000124509 | SOIL TUNNEL INTERACTION//CIRCULAR TUNNELS//SOIL LINING INTERACTION |
5 | 0.0000116480 | PILLAR DESIGN//CRUSH PILLARS//ISOLATED EXTRACTED ZONE |
6 | 0.0000107088 | DISCONTINUOUS DEFORMATION ANALYSIS//ROOFING SLATE//POLYHEDRAL MODELLING |
7 | 0.0000102361 | SLOPE STABILITY//FACTOR OF SAFETY//CRITICAL SLIP SURFACE |
8 | 0.0000094566 | UNIAXIAL COMPRESSIVE STRENGTH//SLAKE DURABILITY//SLAKE DURABILITY INDEX |
9 | 0.0000093556 | ROCK CUTTING//PERCUSSIVE DRILLING//TBM PERFORMANCE |
10 | 0.0000091142 | TRANSPARENT SOIL//GROUTABILITY//GROUTING |