Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
20073 | 413 | 29.2 | 37% |
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 | HIGHEST P TIGE SCI PROFESS FDN | Address | 4 | 75% | 1% | 3 |
2 | LEIGHTON BUZZARD SAND | Author keyword | 4 | 75% | 1% | 3 |
3 | TIME DOMAIN GROUND MOTION PARAMETERS | Author keyword | 4 | 75% | 1% | 3 |
4 | COMP METHODS CIVIL ENGN | Address | 3 | 50% | 1% | 5 |
5 | SOIL DEFORMATION MODULI | Author keyword | 3 | 100% | 1% | 3 |
6 | COMPUTAT GEOMECH GRP | Address | 3 | 25% | 3% | 11 |
7 | SELF LEARNING SIMULATION | Author keyword | 2 | 67% | 0% | 2 |
8 | CATERPILLAR CHAMPAIGN SIMULAT | Address | 2 | 50% | 1% | 3 |
9 | DISASTER MITIGAT MANAGEMENT | Address | 2 | 20% | 2% | 9 |
10 | LINEAR GENETIC PROGRAMMING | Author keyword | 2 | 16% | 2% | 9 |
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 | COLLAPSIBLE SOILS | 4 | 56% | 1% | 5 |
2 | NEUROFUZZY MODELS | 3 | 100% | 1% | 3 |
3 | EVOLUTIONARY POLYNOMIAL REGRESSION | 2 | 43% | 1% | 3 |
4 | LEARNING SIMULATION | 1 | 100% | 0% | 2 |
5 | MODELING DAMPING RATIO | 1 | 100% | 0% | 2 |
6 | MAZANDARAN | 1 | 40% | 0% | 2 |
7 | CONFINED CONCRETE CYLINDERS | 1 | 50% | 0% | 1 |
8 | SELF LEARNING SIMULATION | 1 | 50% | 0% | 1 |
9 | STRENGTH REDUCTION METHODS | 1 | 50% | 0% | 1 |
10 | SULFIDE BUILDUP | 1 | 50% | 0% | 1 |
Journals |
Reviews |
Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
---|---|---|---|---|
Estimation of California bearing ratio by using soft computing systems | 2011 | 1 | 13 | 69% |
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 | HIGHEST P TIGE SCI PROFESS FDN | 4 | 75% | 0.7% | 3 |
2 | COMP METHODS CIVIL ENGN | 3 | 50% | 1.2% | 5 |
3 | COMPUTAT GEOMECH GRP | 3 | 25% | 2.7% | 11 |
4 | CATERPILLAR CHAMPAIGN SIMULAT | 2 | 50% | 0.7% | 3 |
5 | DISASTER MITIGAT MANAGEMENT | 2 | 20% | 2.2% | 9 |
6 | GEOTECH SYST GRP | 1 | 50% | 0.5% | 2 |
7 | NEWMARK CIVIL ENGN 3118 | 1 | 27% | 0.7% | 3 |
8 | AKKOY DAM HEPP CONST | 1 | 50% | 0.2% | 1 |
9 | AMIRKABIR UNIV TECHNOL | 1 | 50% | 0.2% | 1 |
10 | CONTROL EXCELLENCE | 1 | 50% | 0.2% | 1 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000250237 | WEIGHTED GENETIC PROGRAMMING//MINIMUM FLEXURAL REINFORCEMENT//WATER CEMENTITIOUS MATERIAL RATIO |
2 | 0.0000161710 | CANTABRIAN BASIN AUTHOR//STATISTICAL LEARNING TECHNIQUES//TWO SCALE DISCRETIZATION |
3 | 0.0000138815 | DISSIPATION TEST//PIEZOCONE//PRESSUREMETER |
4 | 0.0000121175 | PILES PILING//PILES//SHAFT RESISTANCE |
5 | 0.0000121056 | UNIAXIAL COMPRESSIVE STRENGTH//SLAKE DURABILITY//SLAKE DURABILITY INDEX |
6 | 0.0000119936 | DIAPHRAGM AND IN SITU WALLS//WALL DEFLECTION//BRACED EXCAVATION |
7 | 0.0000105341 | LIQUEFACTION//SANDS//SAND |
8 | 0.0000091843 | CONTINUOUS COMPACTION CONTROL//INTELLIGENT COMPACTION//UNBOUND GRANULAR MATERIALS |
9 | 0.0000091578 | DYNAMIC SITE RESPONSE ANALYSIS//ENGINEERING GEOLOGICAL//FULLY MECHANIZED SUBLEVEL CAVING |
10 | 0.0000084403 | INFRASTRUCT ENGN TEAM//RELIABILITY BASED DESIGN//LOAD AND RESISTANCE FACTOR DESIGN |