Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
12621 | 830 | 27.3 | 33% |
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 | BENDER ELEMENT | Author keyword | 23 | 60% | 3% | 25 |
2 | RESONANT COLUMN | Author keyword | 21 | 57% | 3% | 25 |
3 | BENDER ELEMENTS | Author keyword | 19 | 50% | 3% | 28 |
4 | WAVES AND WAVE LOADING | Author keyword | 12 | 63% | 1% | 12 |
5 | CHICAGO CLAY | Author keyword | 12 | 86% | 1% | 6 |
6 | SMALL STRAIN STIFFNESS | Author keyword | 11 | 43% | 2% | 20 |
7 | RESONANT COLUMN TESTS | Author keyword | 11 | 78% | 1% | 7 |
8 | SHEAR WAVE VELOCITY | Author keyword | 9 | 14% | 7% | 58 |
9 | RECENT STRESS HISTORY | Author keyword | 6 | 80% | 0% | 4 |
10 | SMALL STRAIN | Author keyword | 6 | 28% | 2% | 19 |
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 | BENDER ELEMENT | 23 | 60% | 3% | 25 | Search BENDER+ELEMENT | Search BENDER+ELEMENT |
2 | RESONANT COLUMN | 21 | 57% | 3% | 25 | Search RESONANT+COLUMN | Search RESONANT+COLUMN |
3 | BENDER ELEMENTS | 19 | 50% | 3% | 28 | Search BENDER+ELEMENTS | Search BENDER+ELEMENTS |
4 | WAVES AND WAVE LOADING | 12 | 63% | 1% | 12 | Search WAVES+AND+WAVE+LOADING | Search WAVES+AND+WAVE+LOADING |
5 | CHICAGO CLAY | 12 | 86% | 1% | 6 | Search CHICAGO+CLAY | Search CHICAGO+CLAY |
6 | SMALL STRAIN STIFFNESS | 11 | 43% | 2% | 20 | Search SMALL+STRAIN+STIFFNESS | Search SMALL+STRAIN+STIFFNESS |
7 | RESONANT COLUMN TESTS | 11 | 78% | 1% | 7 | Search RESONANT+COLUMN+TESTS | Search RESONANT+COLUMN+TESTS |
8 | SHEAR WAVE VELOCITY | 9 | 14% | 7% | 58 | Search SHEAR+WAVE+VELOCITY | Search SHEAR+WAVE+VELOCITY |
9 | RECENT STRESS HISTORY | 6 | 80% | 0% | 4 | Search RECENT+STRESS+HISTORY | Search RECENT+STRESS+HISTORY |
10 | SMALL STRAIN | 6 | 28% | 2% | 19 | Search SMALL+STRAIN | Search SMALL+STRAIN |
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 | BENDER ELEMENT TESTS | 45 | 61% | 6% | 48 |
2 | GMAX | 44 | 85% | 3% | 23 |
3 | NONLINEAR GROUND RESPONSE | 18 | 89% | 1% | 8 |
4 | SMALL STRAINS | 15 | 38% | 4% | 31 |
5 | LOCAL AXIAL STRAINS | 15 | 77% | 1% | 10 |
6 | STIFFNESS PARAMETERS | 12 | 75% | 1% | 9 |
7 | BENDER ELEMENTS | 12 | 59% | 2% | 13 |
8 | PARTIALLY SATURATED SAND | 9 | 83% | 1% | 5 |
9 | SMALL STRAIN STIFFNESS | 7 | 46% | 1% | 11 |
10 | CROSSHOLE | 7 | 67% | 1% | 6 |
Journals |
Reviews |
Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
---|---|---|---|---|
Cyclic strength of imperfectly saturated sands and analysis of liquefaction | 2004 | 11 | 3 | 67% |
A comparative case study on time domain nonlinear site response analysis subjected to earthquake excitation with elastic and rigid half space (site of Damghan earth dam-Semnan province-Iran) | 2009 | 1 | 7 | 29% |
Recent developments of soil improvement methods for seismic liquefaction mitigation | 2015 | 0 | 21 | 29% |
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 | COORDINAC GEOTECNIA | 1 | 100% | 0.2% | 2 |
2 | GROUND VIBRAT TEAM | 1 | 100% | 0.2% | 2 |
3 | GUANGXI GEOMECH GEOTECH ENGN | 1 | 40% | 0.2% | 2 |
4 | SOIL MECH ROCK MECH | 1 | 11% | 1.0% | 8 |
5 | CNRS NAVIER | 1 | 50% | 0.1% | 1 |
6 | COSTAL ENGN OCEAN ENERGY | 1 | 50% | 0.1% | 1 |
7 | GEOSYST ENGN GRP | 1 | 50% | 0.1% | 1 |
8 | INT AGGREGATE | 1 | 50% | 0.1% | 1 |
9 | SCI FDN EXPERIENCE UNDER | 1 | 50% | 0.1% | 1 |
10 | SHIFT | 1 | 50% | 0.1% | 1 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000211770 | LIQUEFACTION//SANDS//SAND |
2 | 0.0000173146 | DISSIPATION TEST//PIEZOCONE//PRESSUREMETER |
3 | 0.0000167276 | CONTINUOUS COMPACTION CONTROL//INTELLIGENT COMPACTION//UNBOUND GRANULAR MATERIALS |
4 | 0.0000161122 | VERTICAL DRAIN//CONSOLIDATION//VERTICAL DRAINS |
5 | 0.0000153171 | DIAPHRAGM AND IN SITU WALLS//WALL DEFLECTION//BRACED EXCAVATION |
6 | 0.0000137458 | SOIL TUNNEL INTERACTION//CIRCULAR TUNNELS//SOIL LINING INTERACTION |
7 | 0.0000136597 | MICROTREMOR//SITE EFFECTS//MICROTREMORS |
8 | 0.0000134840 | CONCRETE FACED ROCKFILL DAM//SEISMIC SLOPE STABILITY//PERMANENT DISPLACEMENT |
9 | 0.0000101519 | FIBER REINFORCED SOIL//SOIL STABILIZATION//RECYCLED BASSANITE |
10 | 0.0000097863 | UNSATURATED SOILS//PARTIAL SATURATION//UNSATURATED SOIL |