Class information for: |
Basic class information |
Class id | #P | Avg. number of references |
Database coverage of references |
---|---|---|---|
28250 | 211 | 27.8 | 36% |
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 |
28250 | 1 | SUBLOADING SURFACE MODEL//SOIL WATER COUPLED ANALYSIS//SYS CAM CLAY MODEL | 211 |
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 | SUBLOADING SURFACE MODEL | authKW | 2631225 | 9% | 91% | 20 |
2 | SOIL WATER COUPLED ANALYSIS | authKW | 1315612 | 5% | 91% | 10 |
3 | SYS CAM CLAY MODEL | authKW | 723588 | 2% | 100% | 5 |
4 | ROTATIONAL KINEMATIC HARDENING | authKW | 578870 | 2% | 100% | 4 |
5 | HYPERPLASTICITY | authKW | 506504 | 3% | 50% | 7 |
6 | CONTINUOUS HYPERPLASTICITY | authKW | 434153 | 1% | 100% | 3 |
7 | MACRO ELEMENT METHOD | authKW | 434153 | 1% | 100% | 3 |
8 | SOIL SKELETON STRUCTURE | authKW | 434153 | 1% | 100% | 3 |
9 | SOIL WATER AIR COUPLED ANALYSIS | authKW | 434153 | 1% | 100% | 3 |
10 | NORMALITY STRUCTURE | authKW | 325613 | 1% | 75% | 3 |
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 | 19119 | 36% | 0% | 75 |
2 | Mechanics | 3425 | 44% | 0% | 93 |
3 | Geosciences, Multidisciplinary | 491 | 18% | 0% | 39 |
4 | Engineering, Mechanical | 429 | 15% | 0% | 32 |
5 | Materials Science, Multidisciplinary | 327 | 29% | 0% | 62 |
6 | Engineering, General | 139 | 7% | 0% | 14 |
7 | Mathematics, Interdisciplinary Applications | 46 | 4% | 0% | 8 |
8 | Agriculture, Multidisciplinary | 29 | 3% | 0% | 6 |
9 | Computer Science, Interdisciplinary Applications | 29 | 4% | 0% | 8 |
10 | Metallurgy & Metallurgical Engineering | 27 | 5% | 0% | 10 |
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 | DIRECT TECH SCI | 289435 | 1% | 100% | 2 |
2 | TSURUGA CONSTRUCT OFF | 289435 | 1% | 100% | 2 |
3 | DISASTER MITIGAT | 264614 | 4% | 23% | 8 |
4 | BIO OURCES ENVIRONOM SCI | 144718 | 0% | 100% | 1 |
5 | ETS ENGNMYERIES IND AERONAUT TERRASSA | 144718 | 0% | 100% | 1 |
6 | IIT INGN CIVIL AMBIENTAL | 144718 | 0% | 100% | 1 |
7 | MATH 442 | 144718 | 0% | 100% | 1 |
8 | RICK ENGN | 144718 | 0% | 100% | 1 |
9 | SPECIALITE MATH 442 | 144718 | 0% | 100% | 1 |
10 | BIOPROD ENVIRONM SCI | 72914 | 4% | 6% | 8 |
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 | SOILS AND FOUNDATIONS | 105919 | 14% | 2% | 30 |
2 | GEOTECHNIQUE | 18977 | 8% | 1% | 17 |
3 | INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS | 18374 | 8% | 1% | 17 |
4 | INTERNATIONAL JOURNAL OF PLASTICITY | 18350 | 8% | 1% | 17 |
5 | JOURNAL OF THE FACULTY OF AGRICULTURE KYUSHU UNIVERSITY | 3395 | 3% | 0% | 6 |
6 | IZVESTIYA VYSSHIKH UCHEBNYKH ZAVEDENII AVIATSIONAYA TEKHNIKA | 2727 | 1% | 1% | 2 |
7 | ARCHIVES OF COMPUTATIONAL METHODS IN ENGINEERING | 2524 | 1% | 1% | 2 |
8 | JOURNAL OF ENGINEERING MATERIALS AND TECHNOLOGY-TRANSACTIONS OF THE ASME | 2309 | 3% | 0% | 6 |
9 | JOURNAL OF CENTRAL SOUTH UNIVERSITY OF TECHNOLOGY | 2268 | 3% | 0% | 6 |
10 | JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME | 2057 | 4% | 0% | 9 |
Author Key Words |
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 | HASHIGUCHI, K , SAITOH, K , OKAYASU, T , TSUTSUMI, S , (2002) EVALUATION OF TYPICAL CONVENTIONAL AND UNCONVENTIONAL PLASTICITY MODELS FOR PREDICTION OF SOFTENING BEHAVIOUR OF SOILS.GEOTECHNIQUE. VOL. 52. ISSUE 8. P. 561-578 | 20 | 80% | 29 |
2 | HASHIGUCHI, K , (2016) EXACT FORMULATION OF SUBLOADING SURFACE MODEL: UNIFIED CONSTITUTIVE LAW FOR IRREVERSIBLE MECHANICAL PHENOMENA IN SOLIDS.ARCHIVES OF COMPUTATIONAL METHODS IN ENGINEERING. VOL. 23. ISSUE 3. P. 417 -447 | 20 | 53% | 0 |
3 | HASHIGUCHI, K , UENO, M , OZAKI, T , (2012) ELASTOPLASTIC MODEL OF METALS WITH SMOOTH ELASTIC-PLASTIC TRANSITION.ACTA MECHANICA. VOL. 223. ISSUE 5. P. 985-1013 | 18 | 58% | 1 |
4 | MASE, T , HASHIGUCHI, K , (2009) NUMERICAL ANALYSIS OF FOOTING SETTLEMENT PROBLEM BY SUBLOADING SURFACE MODEL.SOILS AND FOUNDATIONS. VOL. 49. ISSUE 2. P. 207 -220 | 20 | 54% | 0 |
5 | SETOUCHI, H , HASHIGUCHI, K , SHIKANAI, T , OKAYASU, T , (2006) EXTENDED TANGENTIAL-SUBLOADING SURFACE MODEL FOR GENERAL LOADING BEHAVIOR OF SOILS: APPLICATION TO NONPROPORTIONAL LOADINGS.SOILS AND FOUNDATIONS. VOL. 46. ISSUE 4. P. 449 -463 | 13 | 87% | 1 |
6 | TAKAINE, T , TASHIRO, M , SHIINA, T , NODA, T , ASAOKA, A , (2010) PREDICTIVE SIMULATION OF DEFORMATION AND FAILURE OF PEAT-CALCAREOUS SOIL LAYERED GROUND DUE TO MULTISTAGE TEST EMBANKMENT LOADING.SOILS AND FOUNDATIONS. VOL. 50. ISSUE 2. P. 245-260 | 10 | 100% | 1 |
7 | SANDS, CM , CHANDLER, HW , (2012) SIMULATING PRESSURE-INDUCED COMPACTION BY GRAIN REARRANGEMENT.GEOTECHNIQUE LETTERS. VOL. 2. ISSUE . P. 187-192 | 10 | 91% | 1 |
8 | HASHIGUCHI, K , (2001) ON THE THERMOMECHANICAL APPROACH TO THE FORMULATION OF PLASTIC CONSTITUTIVE EQUATIONS.SOILS AND FOUNDATIONS. VOL. 41. ISSUE 4. P. 89 -94 | 13 | 93% | 2 |
9 | SANDS, CM , CHANDLER, HW , (2010) YIELD SURFACES AND FLOW RULES FOR DEFORMATION OF GRANULAR MATERIALS WITH A VOLUME CONSTRAINT.COMPUTERS AND GEOTECHNICS. VOL. 37. ISSUE 5. P. 701-709 | 14 | 61% | 0 |
10 | YANG, Q , LIU, YR , FENG, XQ , YU, SW , (2014) TIME-INDEPENDENT PLASTICITY RELATED TO CRITICAL POINT OF FREE ENERGY FUNCTION AND FUNCTIONAL.JOURNAL OF ENGINEERING MATERIALS AND TECHNOLOGY-TRANSACTIONS OF THE ASME. VOL. 136. ISSUE 2. P. - | 12 | 63% | 0 |
Classes with closest relation at Level 1 |