Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
16191 | 601 | 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 | DIAPHRAGM AND IN SITU WALLS | Author keyword | 30 | 84% | 3% | 16 |
2 | WALL DEFLECTION | Author keyword | 17 | 68% | 2% | 15 |
3 | BRACED EXCAVATION | Author keyword | 14 | 59% | 3% | 16 |
4 | EXCAVATION | Author keyword | 13 | 15% | 13% | 81 |
5 | DEEP EXCAVATION | Author keyword | 11 | 32% | 5% | 30 |
6 | RETAINING WALLS | Author keyword | 11 | 19% | 8% | 51 |
7 | DIAPHRAGM WALL | Author keyword | 10 | 35% | 4% | 22 |
8 | ASSETS PROPERTY MANAGEMENT | Address | 6 | 50% | 1% | 9 |
9 | DIAPHRAGM WALLS | Author keyword | 5 | 33% | 2% | 13 |
10 | BASE STABILITY | Author keyword | 4 | 67% | 1% | 4 |
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 | DIAPHRAGM AND IN SITU WALLS | 30 | 84% | 3% | 16 | Search DIAPHRAGM+AND+IN+SITU+WALLS | Search DIAPHRAGM+AND+IN+SITU+WALLS |
2 | WALL DEFLECTION | 17 | 68% | 2% | 15 | Search WALL+DEFLECTION | Search WALL+DEFLECTION |
3 | BRACED EXCAVATION | 14 | 59% | 3% | 16 | Search BRACED+EXCAVATION | Search BRACED+EXCAVATION |
4 | EXCAVATION | 13 | 15% | 13% | 81 | Search EXCAVATION | Search EXCAVATION |
5 | DEEP EXCAVATION | 11 | 32% | 5% | 30 | Search DEEP+EXCAVATION | Search DEEP+EXCAVATION |
6 | RETAINING WALLS | 11 | 19% | 8% | 51 | Search RETAINING+WALLS | Search RETAINING+WALLS |
7 | DIAPHRAGM WALL | 10 | 35% | 4% | 22 | Search DIAPHRAGM+WALL | Search DIAPHRAGM+WALL |
8 | DIAPHRAGM WALLS | 5 | 33% | 2% | 13 | Search DIAPHRAGM+WALLS | Search DIAPHRAGM+WALLS |
9 | BASE STABILITY | 4 | 67% | 1% | 4 | Search BASE+STABILITY | Search BASE+STABILITY |
10 | TOP DOWN EXCAVATION | 4 | 75% | 0% | 3 | Search TOP+DOWN+EXCAVATION | Search TOP+DOWN+EXCAVATION |
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 | DEEP EXCAVATIONS | 87 | 94% | 5% | 31 |
2 | GROUND SURFACE SETTLEMENT | 33 | 83% | 3% | 19 |
3 | DEEP EXCAVATION | 27 | 63% | 4% | 27 |
4 | BRACED EXCAVATIONS | 17 | 79% | 2% | 11 |
5 | OBSERVED PERFORMANCE | 14 | 100% | 1% | 7 |
6 | DIAPHRAGM WALLS | 12 | 63% | 2% | 12 |
7 | GROUND MOVEMENTS | 11 | 35% | 4% | 26 |
8 | GEOTECHNICAL BACKANALYSIS | 11 | 60% | 2% | 12 |
9 | STIFF CLAY | 11 | 60% | 2% | 12 |
10 | PROPPED RETAINING WALL | 8 | 75% | 1% | 6 |
Journals |
Reviews |
Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
---|---|---|---|---|
Database for retaining wall and ground movements due to deep excavations | 2001 | 69 | 22 | 100% |
Simulation of a corner slurry trench failure in clay | 2012 | 1 | 3 | 33% |
Electrical methods for force measurement - A brief survey | 2013 | 0 | 11 | 9% |
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 | ASSETS PROPERTY MANAGEMENT | 6 | 50% | 1.5% | 9 |
2 | SHIN LONG GRP | 1 | 100% | 0.3% | 2 |
3 | CONSTR ENGN | 1 | 23% | 0.5% | 3 |
4 | BUILT ENVIRONM CIVIL ENGN | 1 | 50% | 0.2% | 1 |
5 | CONCRETE GEOTECH | 1 | 50% | 0.2% | 1 |
6 | IST INGN AMBIENTALE | 1 | 50% | 0.2% | 1 |
7 | LMS ICARE | 1 | 50% | 0.2% | 1 |
8 | MID S DESIGN HYDROELECT PROJECTS | 1 | 50% | 0.2% | 1 |
9 | SEK TIB1 B7 | 1 | 50% | 0.2% | 1 |
10 | SOLIDES STRUCT | 1 | 50% | 0.2% | 1 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000174454 | CEMENTED PASTE BACKFILL//PASTE BACKFILL//EARTH PRESSURE |
2 | 0.0000153171 | BENDER ELEMENT//RESONANT COLUMN//BENDER ELEMENTS |
3 | 0.0000148832 | TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY//CONVERGENCE CONFINEMENT METHOD//SQUEEZING GROUND |
4 | 0.0000141075 | INFRASTRUCT ENGN TEAM//RELIABILITY BASED DESIGN//LOAD AND RESISTANCE FACTOR DESIGN |
5 | 0.0000119936 | HIGHEST P TIGE SCI PROFESS FDN//LEIGHTON BUZZARD SAND//TIME DOMAIN GROUND MOTION PARAMETERS |
6 | 0.0000107085 | VERTICAL DRAIN//CONSOLIDATION//VERTICAL DRAINS |
7 | 0.0000101606 | DISSIPATION TEST//PIEZOCONE//PRESSUREMETER |
8 | 0.0000096919 | PILES PILING//PILES//SHAFT RESISTANCE |
9 | 0.0000093327 | FERRIC DOSING//IMPERMEABLE CORE//EARTHFILL |
10 | 0.0000091988 | IMPROVEMENT DEPTH//DYNAMIC COMPACTION DC//RAPID IMPACT COMPACTION |