Class information for:
Level 1: HIGHEST P TIGE SCI PROFESS FDN//LEIGHTON BUZZARD SAND//TIME DOMAIN GROUND MOTION PARAMETERS

Basic class information

ID Publications Average number
of references
Avg. shr. active
ref. in WoS
20073 413 29.2 37%



Bar chart of Publication_year

Last years might be incomplete

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



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 LEIGHTON BUZZARD SAND 4 75% 1% 3 Search LEIGHTON+BUZZARD+SAND Search LEIGHTON+BUZZARD+SAND
2 TIME DOMAIN GROUND MOTION PARAMETERS 4 75% 1% 3 Search TIME+DOMAIN+GROUND+MOTION+PARAMETERS Search TIME+DOMAIN+GROUND+MOTION+PARAMETERS
3 SOIL DEFORMATION MODULI 3 100% 1% 3 Search SOIL+DEFORMATION+MODULI Search SOIL+DEFORMATION+MODULI
4 SELF LEARNING SIMULATION 2 67% 0% 2 Search SELF+LEARNING+SIMULATION Search SELF+LEARNING+SIMULATION
5 LINEAR GENETIC PROGRAMMING 2 16% 2% 9 Search LINEAR+GENETIC+PROGRAMMING Search LINEAR+GENETIC+PROGRAMMING
6 FOS PREDICTION 1 100% 0% 2 Search FOS+PREDICTION Search FOS+PREDICTION
7 FRACTIONAL THEOLOGICAL MODEL 1 100% 0% 2 Search FRACTIONAL+THEOLOGICAL+MODEL Search FRACTIONAL+THEOLOGICAL+MODEL
8 LOAD SETTLEMENT 1 100% 0% 2 Search LOAD+SETTLEMENT Search LOAD+SETTLEMENT
9 SOIL DEFORMATION MODULUS 1 100% 0% 2 Search SOIL+DEFORMATION+MODULUS Search SOIL+DEFORMATION+MODULUS
10 COMPACTION PARAMETERS 1 33% 1% 3 Search COMPACTION+PARAMETERS Search COMPACTION+PARAMETERS

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