Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
20994 | 376 | 25.1 | 29% |
Classes in level above (level 2) |
ID, lev. above |
Publications | Label for level above |
---|---|---|
444 | 15532 | INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES//ROCK MECHANICS AND ROCK ENGINEERING//ENGINEERING, GEOLOGICAL |
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 | DISTURBED STATE CONCEPT | Author keyword | 8 | 50% | 3% | 11 |
2 | INTERMEDIATE PRINCIPAL STRESS | Author keyword | 5 | 30% | 4% | 15 |
3 | BRIDGE TUNNEL SHAANXI PROV | Address | 5 | 55% | 2% | 6 |
4 | ROCK FAILURE CRITERIA | Author keyword | 4 | 67% | 1% | 4 |
5 | TRUE TRIAXIAL COMPRESSION | Author keyword | 4 | 75% | 1% | 3 |
6 | IMPLICIT EULER INTEGRATION ALGORITHM | Author keyword | 3 | 100% | 1% | 3 |
7 | MATSUOKA NAKAI | Author keyword | 3 | 50% | 1% | 4 |
8 | EFFECT OF INTERMEDIATE PRINCIPAL STRESS | Author keyword | 2 | 67% | 1% | 2 |
9 | FAILURE HYPOTHESIS | Author keyword | 2 | 67% | 1% | 2 |
10 | LOCAL DEV MANAGEMENT | Address | 2 | 67% | 1% | 2 |
Web of Science journal categories |
Author Key Words |
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 | INTERMEDIATE PRINCIPAL STRESS | 16 | 61% | 5% | 17 |
2 | MOGI | 10 | 61% | 3% | 11 |
3 | DSC MODEL | 4 | 75% | 1% | 3 |
4 | ROCK FAILURE CRITERIA | 3 | 100% | 1% | 3 |
5 | TERM STRENGTH | 3 | 100% | 1% | 3 |
6 | STRENGTH CRITERION | 3 | 33% | 2% | 7 |
7 | TRUE TRIAXIAL STRENGTH | 3 | 60% | 1% | 3 |
8 | DISTURBED STATE CONCEPT | 3 | 30% | 2% | 7 |
9 | STRESS YIELD CRITERION | 1 | 38% | 1% | 3 |
10 | PLASTIC LIMIT ANALYSES | 1 | 100% | 1% | 2 |
Journals |
Reviews |
Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
---|---|---|---|---|
Strength theory of rock and concrete: history, present situation and development | 1998 | 1 | 3 | 100% |
Disturbed State constitutive modeling of two Pleistocene tills | 2008 | 14 | 33 | 15% |
Constitutive modeling of materials and contacts using the disturbed state concept: Part 2-Validations at specimen and boundary value problem levels | 2015 | 0 | 38 | 37% |
Constitutive modeling of materials and contacts using the disturbed state concept: Part 1-Background and analysis | 2015 | 0 | 50 | 36% |
Formulation and application of a general inelastic locus for geomaterials with variable porosity | 2005 | 11 | 43 | 26% |
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 | BRIDGE TUNNEL SHAANXI PROV | 5 | 55% | 1.6% | 6 |
2 | LOCAL DEV MANAGEMENT | 2 | 67% | 0.5% | 2 |
3 | SECT STRUCT MECH | 1 | 18% | 1.9% | 7 |
4 | BADAWCZO ROZWOJOWE | 1 | 50% | 0.3% | 1 |
5 | GEOMECH UNIT | 1 | 20% | 0.8% | 3 |
6 | CIVIL AIR DEF ENGN | 0 | 33% | 0.3% | 1 |
7 | COMP AIDED DES | 0 | 33% | 0.3% | 1 |
8 | SLOPE STABIL | 0 | 33% | 0.3% | 1 |
9 | MIN ENGN DESIGN | 0 | 14% | 0.5% | 2 |
10 | EOAS | 0 | 25% | 0.3% | 1 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000174267 | CONSISTENT TANGENT//PERFECT ELASTOPLASTICITY//RETURN MAPPING |
2 | 0.0000163216 | INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES//ROCK MECHANICS AND ROCK ENGINEERING//SLIDING CRACK MODEL |
3 | 0.0000151495 | EPISTYLES//TESTING MAT//DIONYSOS MARBLE |
4 | 0.0000127288 | TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY//CONVERGENCE CONFINEMENT METHOD//SQUEEZING GROUND |
5 | 0.0000112757 | IN SITU STRESS//ANELASTIC STRAIN RECOVERY//INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES & GEOMECHANICS ABSTRACTS |
6 | 0.0000103968 | UNIAXIAL COMPRESSIVE STRENGTH//SLAKE DURABILITY//SLAKE DURABILITY INDEX |
7 | 0.0000102335 | ANISOTROPIC DAMAGE//MICROPLANE MODEL//UNILATERAL EFFECT |
8 | 0.0000090979 | LIQUEFACTION//SANDS//SAND |
9 | 0.0000089024 | PRESSURE SOLUTION//STYLOLITE//STYLOLITES |
10 | 0.0000087519 | HYPOPLASTICITY//MICRO POLAR CONTINUUM//MICRO POLAR HYPOPLASTICITY |