Class information for: |
Basic class information |
| ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
|---|---|---|---|
| 14777 | 681 | 26.8 | 36% |
Classes in level above (level 2) |
| ID, lev. above |
Publications | Label for level above |
|---|---|---|
| 1645 | 6397 | RATCHETING//INTERNATIONAL JOURNAL OF PLASTICITY//HYPOPLASTICITY |
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 | HYPOPLASTICITY | Author keyword | 51 | 51% | 10% | 71 |
| 2 | MICRO POLAR CONTINUUM | Author keyword | 9 | 64% | 1% | 9 |
| 3 | MICRO POLAR HYPOPLASTICITY | Author keyword | 7 | 57% | 1% | 8 |
| 4 | POLAR CONTINUUM | Author keyword | 6 | 58% | 1% | 7 |
| 5 | PLANE SHEARING | Author keyword | 6 | 100% | 1% | 4 |
| 6 | GEOTECH TUNNEL ENGN | Address | 5 | 44% | 1% | 8 |
| 7 | COSSERAT ROTATION | Author keyword | 4 | 75% | 0% | 3 |
| 8 | MICRO POLAR COSSERAT CONTINUUM | Author keyword | 4 | 75% | 0% | 3 |
| 9 | RED WILDMOOR SANDSTONE | Author keyword | 4 | 75% | 0% | 3 |
| 10 | VIRTUAL PROD DEV TECHNOL | Address | 4 | 75% | 0% | 3 |
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 | HYPOPLASTICITY | 51 | 51% | 10% | 71 | Search HYPOPLASTICITY | Search HYPOPLASTICITY |
| 2 | MICRO POLAR CONTINUUM | 9 | 64% | 1% | 9 | Search MICRO+POLAR+CONTINUUM | Search MICRO+POLAR+CONTINUUM |
| 3 | MICRO POLAR HYPOPLASTICITY | 7 | 57% | 1% | 8 | Search MICRO+POLAR+HYPOPLASTICITY | Search MICRO+POLAR+HYPOPLASTICITY |
| 4 | POLAR CONTINUUM | 6 | 58% | 1% | 7 | Search POLAR+CONTINUUM | Search POLAR+CONTINUUM |
| 5 | PLANE SHEARING | 6 | 100% | 1% | 4 | Search PLANE+SHEARING | Search PLANE+SHEARING |
| 6 | COSSERAT ROTATION | 4 | 75% | 0% | 3 | Search COSSERAT+ROTATION | Search COSSERAT+ROTATION |
| 7 | MICRO POLAR COSSERAT CONTINUUM | 4 | 75% | 0% | 3 | Search MICRO+POLAR+COSSERAT+CONTINUUM | Search MICRO+POLAR+COSSERAT+CONTINUUM |
| 8 | RED WILDMOOR SANDSTONE | 4 | 75% | 0% | 3 | Search RED+WILDMOOR+SANDSTONE | Search RED+WILDMOOR+SANDSTONE |
| 9 | HYPOPLASTIC FLOW RULE | 3 | 100% | 0% | 3 | Search HYPOPLASTIC+FLOW+RULE | Search HYPOPLASTIC+FLOW+RULE |
| 10 | MULTIPHASE POROUS MATERIAL | 3 | 100% | 0% | 3 | Search MULTIPHASE+POROUS+MATERIAL | Search MULTIPHASE+POROUS+MATERIAL |
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 | HYPOPLASTIC CONSTITUTIVE MODEL | 11 | 45% | 3% | 19 |
| 2 | DEVIATORIC ASSOCIATIVITY | 8 | 75% | 1% | 6 |
| 3 | CLOE | 6 | 100% | 1% | 4 |
| 4 | NONASSOCIATIVE ELASTOPLASTICITY | 5 | 55% | 1% | 6 |
| 5 | DEEP BOREHOLES | 5 | 44% | 1% | 8 |
| 6 | DYNAMIC STRAIN LOCALIZATION | 4 | 36% | 1% | 10 |
| 7 | DISCONTINUOUS BIFURCATIONS | 4 | 67% | 1% | 4 |
| 8 | INCREMENTAL NON LINEARITY | 4 | 67% | 1% | 4 |
| 9 | BIAXIAL TESTS | 4 | 28% | 2% | 13 |
| 10 | SENSITIVE CIRCULAR CYLINDER | 4 | 50% | 1% | 6 |
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 | MECHANICS OF COHESIVE-FRICTIONAL MATERIALS | 2 | 13% | 2% | 11 |
Reviews |
| Title | Publ. year | Cit. | Active references | % act. ref. to same field |
|---|---|---|---|---|
| Capturing strain localization in reinforced soils | 2008 | 4 | 8 | 75% |
| Effect of fluctuation of current void ratio on the shear zone formation in granular bodies within micro-polar hypoplasticity | 2006 | 12 | 46 | 61% |
| Effects of periodic fluctuations of micro-polar boundary conditions on shear localizations in granular soil-structure interaction | 2012 | 1 | 59 | 54% |
| Plastic instability: Criteria and computational approaches | 1997 | 17 | 141 | 42% |
| Constitutive relations and computer simulation of granular material | 2008 | 2 | 66 | 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 | GEOTECH TUNNEL ENGN | 5 | 44% | 1.2% | 8 |
| 2 | VIRTUAL PROD DEV TECHNOL | 4 | 75% | 0.4% | 3 |
| 3 | SOIL MECH ROCK MECH | 4 | 21% | 2.2% | 15 |
| 4 | GRMS | 3 | 100% | 0.4% | 3 |
| 5 | PLICAT CHEM MECH | 2 | 43% | 0.4% | 3 |
| 6 | CIVIL SURV ENV ENG | 1 | 100% | 0.3% | 2 |
| 7 | BODENMECH FELSMECH | 1 | 27% | 0.6% | 4 |
| 8 | GRP DYNAM MACHINES VEHICLES | 1 | 30% | 0.4% | 3 |
| 9 | DIPARTIMENTO INGN MECCAN STRUTT | 1 | 33% | 0.3% | 2 |
| 10 | CONSTRUCT TRANSPORTAT | 1 | 17% | 0.6% | 4 |
Related classes at same level (level 1) |
| Rank | Relatedness score | Related classes |
|---|---|---|
| 1 | 0.0000192599 | LIQUEFACTION//SANDS//SAND |
| 2 | 0.0000145744 | ANISOTROPIC DAMAGE//MICROPLANE MODEL//UNILATERAL EFFECT |
| 3 | 0.0000140374 | STRAIN GRADIENT PLASTICITY//GRADIENT ELASTICITY//GRADIENT PLASTICITY |
| 4 | 0.0000136660 | UMR2832//NUCLEATION OF DEFECTS//UMR7649 |
| 5 | 0.0000120013 | COULOMB MOHR YIELD CONDITION//STRAIN RATE INTENSITY FACTOR//RAT HOLES |
| 6 | 0.0000116696 | CONSISTENT TANGENT//PERFECT ELASTOPLASTICITY//RETURN MAPPING |
| 7 | 0.0000094654 | COMPRESSIBLE CONSTITUENTS//STRUCT THEORY//POROELASTIC SOLID |
| 8 | 0.0000087519 | DISTURBED STATE CONCEPT//INTERMEDIATE PRINCIPAL STRESS//BRIDGE TUNNEL SHAANXI PROV |
| 9 | 0.0000080055 | KORN CONSTANT//COMPLEX SYST MATH//EARTH EXPANSION |
| 10 | 0.0000075906 | X FEM//EXTENDED FINITE ELEMENT METHOD//STRONG DISCONTINUITIES |