Class information for: |
Basic class information |
Class id | #P | Avg. number of references |
Database coverage of references |
---|---|---|---|
4054 | 1856 | 29.0 | 34% |
Hierarchy of classes |
The table includes all classes above and classes immediately below the current class. |
Cluster id | Level | Cluster label | #P |
---|---|---|---|
16 | 4 | ENGINEERING, CIVIL//CONSTRUCTION & BUILDING TECHNOLOGY//MECHANICS | 627508 |
436 | 3 | ENGINEERING, GEOLOGICAL//JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING//GEOTECHNIQUE | 27041 |
96 | 2 | ENGINEERING, GEOLOGICAL//JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING//GEOTECHNIQUE | 26277 |
4054 | 1 | BENDER ELEMENTS//ENGINEERING, GEOLOGICAL//GEOTECHNIQUE | 1856 |
Terms with highest relevance score |
rank | Term | termType | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|---|
1 | BENDER ELEMENTS | authKW | 884472 | 4% | 79% | 68 |
2 | ENGINEERING, GEOLOGICAL | WoSSC | 789040 | 77% | 3% | 1426 |
3 | GEOTECHNIQUE | journal | 637055 | 16% | 13% | 292 |
4 | SOILS AND FOUNDATIONS | journal | 467752 | 10% | 15% | 187 |
5 | CLAYS | authKW | 452542 | 12% | 12% | 222 |
6 | SMALL STRAIN STIFFNESS | authKW | 367632 | 2% | 72% | 31 |
7 | LABORATORY TESTS | authKW | 342358 | 9% | 13% | 162 |
8 | FABRIC STRUCTURE OF SOILS | authKW | 333037 | 3% | 32% | 63 |
9 | SAMPLE DISTURBANCE | authKW | 305650 | 1% | 77% | 24 |
10 | GEOTECHNICAL TESTING JOURNAL | journal | 296412 | 8% | 12% | 154 |
Web of Science journal categories |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|
1 | Engineering, Geological | 789040 | 77% | 3% | 1426 |
2 | Geosciences, Multidisciplinary | 41973 | 55% | 0% | 1019 |
3 | Engineering, Civil | 3803 | 13% | 0% | 240 |
4 | Engineering, Ocean | 3279 | 4% | 0% | 66 |
5 | Mining & Mineral Processing | 1399 | 3% | 0% | 54 |
6 | Mechanics | 455 | 6% | 0% | 119 |
7 | Oceanography | 167 | 3% | 0% | 48 |
8 | Computer Science, Interdisciplinary Applications | 143 | 3% | 0% | 56 |
9 | Engineering, Mechanical | 90 | 3% | 0% | 59 |
10 | Materials Science, Characterization, Testing | 69 | 1% | 0% | 17 |
Address terms |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|
1 | GEOTECH ENGN | 86621 | 6% | 5% | 113 |
2 | CIVIL ENGN | 39020 | 28% | 0% | 516 |
3 | RECYCLED MAT OURCE RMRC 3G | 32901 | 0% | 100% | 2 |
4 | TOKYO GEOTECH | 32901 | 0% | 100% | 2 |
5 | SOIL MECH GEOENVIRONM | 32897 | 0% | 50% | 4 |
6 | MARINE GEOTECH | 31629 | 0% | 38% | 5 |
7 | UMR CNRS GEM | 26316 | 0% | 40% | 4 |
8 | GUANGXI GEOMECH GEOTECH ENGN | 24673 | 0% | 50% | 3 |
9 | GEOTECH TUNNEL ENGN | 24667 | 0% | 25% | 6 |
10 | EPFL ENAC ICARE LMS | 21933 | 0% | 67% | 2 |
Journals |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|
1 | GEOTECHNIQUE | 637055 | 16% | 13% | 292 |
2 | SOILS AND FOUNDATIONS | 467752 | 10% | 15% | 187 |
3 | GEOTECHNICAL TESTING JOURNAL | 296412 | 8% | 12% | 154 |
4 | CANADIAN GEOTECHNICAL JOURNAL | 182857 | 11% | 6% | 195 |
5 | JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING | 125867 | 8% | 5% | 147 |
6 | JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE | 84091 | 4% | 6% | 82 |
7 | MARINE GEORESOURCES & GEOTECHNOLOGY | 42807 | 2% | 7% | 38 |
8 | INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS | 29533 | 3% | 3% | 64 |
9 | PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING | 25692 | 2% | 5% | 30 |
10 | GEOTECHNIQUE LETTERS | 24873 | 1% | 8% | 18 |
Author Key Words |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
LCSH search | Wikipedia search |
---|---|---|---|---|---|---|---|
1 | BENDER ELEMENTS | 884472 | 4% | 79% | 68 | Search BENDER+ELEMENTS | Search BENDER+ELEMENTS |
2 | CLAYS | 452542 | 12% | 12% | 222 | Search CLAYS | Search CLAYS |
3 | SMALL STRAIN STIFFNESS | 367632 | 2% | 72% | 31 | Search SMALL+STRAIN+STIFFNESS | Search SMALL+STRAIN+STIFFNESS |
4 | LABORATORY TESTS | 342358 | 9% | 13% | 162 | Search LABORATORY+TESTS | Search LABORATORY+TESTS |
5 | FABRIC STRUCTURE OF SOILS | 333037 | 3% | 32% | 63 | Search FABRIC+STRUCTURE+OF+SOILS | Search FABRIC+STRUCTURE+OF+SOILS |
6 | SAMPLE DISTURBANCE | 305650 | 1% | 77% | 24 | Search SAMPLE+DISTURBANCE | Search SAMPLE+DISTURBANCE |
7 | RESONANT COLUMN | 278873 | 1% | 63% | 27 | Search RESONANT+COLUMN | Search RESONANT+COLUMN |
8 | TRIAXIAL TEST | 232245 | 4% | 17% | 82 | Search TRIAXIAL+TEST | Search TRIAXIAL+TEST |
9 | DESTRUCTURATION | 209509 | 1% | 58% | 22 | Search DESTRUCTURATION | Search DESTRUCTURATION |
10 | SHEAR WAVE VELOCITY | 186326 | 4% | 17% | 68 | Search SHEAR+WAVE+VELOCITY | Search SHEAR+WAVE+VELOCITY |
Core articles |
The table includes core articles in the class. The following variables is taken into account for the relevance score of an article in a cluster c: (1) Number of references referring to publications in the class. (2) Share of total number of active references referring to publications in the class. (3) Age of the article. New articles get higher score than old articles. (4) Citation rate, normalized to year. |
Rank | Reference | # ref. in cl. |
Shr. of ref. in cl. |
Citations |
---|---|---|---|---|
1 | CLAYTON, CRI , (2011) STIFFNESS AT SMALL STRAIN: RESEARCH AND PRACTICE.GEOTECHNIQUE. VOL. 61. ISSUE 1. P. 5 -37 | 43 | 75% | 73 |
2 | YANG, C , CARTER, JP , SHENG, DC , SLOAN, SW , (2016) AN ISOTACH ELASTOPLASTIC CONSTITUTIVE MODEL FOR NATURAL SOFT CLAYS.COMPUTERS AND GEOTECHNICS. VOL. 77. ISSUE . P. 134 -155 | 41 | 87% | 0 |
3 | ROCCHI, G , VACIAGO, G , FONTANA, M , DA PRAT, M , (2013) UNDERSTANDING SAMPLING DISTURBANCE AND BEHAVIOUR OF STRUCTURED CLAYS THROUGH CONSTITUTIVE MODELLING.SOILS AND FOUNDATIONS. VOL. 53. ISSUE 2. P. 315 -334 | 49 | 77% | 1 |
4 | YEOW, HC , COOP, MR , (2017) THE CONSTITUTIVE MODELLING OF LONDON CLAY.PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING. VOL. 170. ISSUE 1. P. 3 -15 | 23 | 82% | 1 |
5 | SUWAL, LP , KUWANON, R , (2013) DISK SHAPED PIEZO-CERAMIC TRANSDUCER FOR P AND S WAVE MEASUREMENT IN A LABORATORY SOIL SPECIMEN.SOILS AND FOUNDATIONS. VOL. 53. ISSUE 4. P. 510 -524 | 26 | 100% | 4 |
6 | ZAPATA-MEDINA, DG , FINNO, RJ , VEGA-POSADA, CA , (2014) STRESS HISTORY AND SAMPLING DISTURBANCE EFFECTS ON MONOTONIC AND CYCLIC RESPONSES OF OVERCONSOLIDATED BOOTLEGGER COVE CLAYS.CANADIAN GEOTECHNICAL JOURNAL. VOL. 51. ISSUE 6. P. 599 -609 | 27 | 96% | 0 |
7 | HONG, ZS , ZENG, LL , CUI, YJ , CAI, YQ , LIN, C , (2012) COMPRESSION BEHAVIOUR OF NATURAL AND RECONSTITUTED CLAYS.GEOTECHNIQUE. VOL. 62. ISSUE 4. P. 291 -301 | 26 | 87% | 32 |
8 | YANG, C , LIU, XL , LIU, XF , YANG, CS , CARTER, JP , (2015) CONSTITUTIVE MODELLING OF OTANIEMI SOFT CLAY IN BOTH NATURAL AND RECONSTITUTED STATES.COMPUTERS AND GEOTECHNICS. VOL. 70. ISSUE . P. 83 -95 | 24 | 96% | 0 |
9 | LIU, WZ , SHI, ML , MIAO, LC , XU, LR , ZHANG, DW , (2013) CONSTITUTIVE MODELING OF THE DESTRUCTURATION AND ANISOTROPY OF NATURAL SOFT CLAY.COMPUTERS AND GEOTECHNICS. VOL. 51. ISSUE . P. 24-41 | 24 | 89% | 6 |
10 | CAI, YQ , DONG, QY , WANG, J , GU, C , XU, CJ , (2015) MEASUREMENT OF SMALL STRAIN SHEAR MODULUS OF CLEAN AND NATURAL SANDS IN SATURATED CONDITION USING BENDER ELEMENT TEST.SOIL DYNAMICS AND EARTHQUAKE ENGINEERING. VOL. 76. ISSUE . P. 100 -110 | 23 | 88% | 2 |
Classes with closest relation at Level 1 |