Class information for:
Level 1: CONTINUOUS COMPACTION CONTROL//INTELLIGENT COMPACTION//UNBOUND GRANULAR MATERIALS

Basic class information
ID Publications Average number
of references		 Avg. shr. active
ref. in WoS
15084 663 22.1 21%


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 CONTINUOUS COMPACTION CONTROL Author keyword 21 85% 2% 11
2 INTELLIGENT COMPACTION Author keyword 19 63% 3% 19
3 UNBOUND GRANULAR MATERIALS Author keyword 19 64% 3% 18
4 HIGH CYCLE ACCUMULATION MODEL Author keyword 14 100% 1% 7
5 UNBOUND GRANULAR MATERIAL Author keyword 14 100% 1% 7
6 RESILIENT MODULUS Author keyword 11 20% 7% 49
7 DYNAMIC CONE PENETROMETER DCP Author keyword 9 83% 1% 5
8 REPEATED LOAD TRIAXIAL TESTS Author keyword 8 70% 1% 7
9 EARTHWORKS ENGN Address 6 80% 1% 4
10 PACKING THEORY Author keyword 6 80% 1% 4

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 CONTINUOUS COMPACTION CONTROL 21 85% 2% 11 Search CONTINUOUS+COMPACTION+CONTROL Search CONTINUOUS+COMPACTION+CONTROL
2 INTELLIGENT COMPACTION 19 63% 3% 19 Search INTELLIGENT+COMPACTION Search INTELLIGENT+COMPACTION
3 UNBOUND GRANULAR MATERIALS 19 64% 3% 18 Search UNBOUND+GRANULAR+MATERIALS Search UNBOUND+GRANULAR+MATERIALS
4 HIGH CYCLE ACCUMULATION MODEL 14 100% 1% 7 Search HIGH+CYCLE+ACCUMULATION+MODEL Search HIGH+CYCLE+ACCUMULATION+MODEL
5 UNBOUND GRANULAR MATERIAL 14 100% 1% 7 Search UNBOUND+GRANULAR+MATERIAL Search UNBOUND+GRANULAR+MATERIAL
6 RESILIENT MODULUS 11 20% 7% 49 Search RESILIENT+MODULUS Search RESILIENT+MODULUS
7 DYNAMIC CONE PENETROMETER DCP 9 83% 1% 5 Search DYNAMIC+CONE+PENETROMETER+DCP Search DYNAMIC+CONE+PENETROMETER+DCP
8 REPEATED LOAD TRIAXIAL TESTS 8 70% 1% 7 Search REPEATED+LOAD+TRIAXIAL+TESTS Search REPEATED+LOAD+TRIAXIAL+TESTS
9 PACKING THEORY 6 80% 1% 4 Search PACKING+THEORY Search PACKING+THEORY
10 FOULED BALLAST 6 100% 1% 4 Search FOULED+BALLAST Search FOULED+BALLAST

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 UNBOUND GRANULAR MATERIALS 13 80% 1% 8
2 SILTY CLAY 6 48% 2% 10
3 NORMALIZED BEHAVIOR 6 100% 1% 4
4 SUBGRADE SUBBASE INTERFACE 6 100% 1% 4
5 RESILIENT MODULUS 5 33% 2% 13
6 INTELLIGENT COMPACTION 4 75% 0% 3
7 FOULED BALLAST 4 56% 1% 5
8 HIGHWAY PAVEMENTS 3 100% 0% 3
9 SOFT SUBSOIL 3 100% 0% 3
10 FALLING WEIGHT DEFLECTOMETER 3 60% 0% 3

Journals

Reviews


Title Publ. year Cit. Active
references		 % act. ref.
to same field
Soil mechanics in pavement engineering 1996 59 12 33%

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 EARTHWORKS ENGN 6 80% 0.6% 4
2 PAVEMENT TECHNOL 6 71% 0.8% 5
3 MAT PAVEMENTS STRUCT 4 67% 0.6% 4
4 MECH MODELLING MAT STRUCT CIVIL ENGN 4 67% 0.6% 4
5 ANALYT GEOMECH 2 67% 0.3% 2
6 EPICS 2 67% 0.3% 2
7 OFF GEOTECH ENGN 2 67% 0.3% 2
8 SOIL MECH ROCK MECH 2 15% 1.7% 11
9 HIGHWAY RAILWAY ENGN 1 13% 1.5% 10
10 BUSINESS ENGRG DEVEL 1 100% 0.3% 2

Related classes at same level (level 1)


Rank Relatedness score Related classes
1 0.0000198456 ASPHALT EMULSION//COLD ROLLED ASPHALT//HOT ROLLED ASPHALT
2 0.0000167276 BENDER ELEMENT//RESONANT COLUMN//BENDER ELEMENTS
3 0.0000162383 IMPROVEMENT DEPTH//DYNAMIC COMPACTION DC//RAPID IMPACT COMPACTION
4 0.0000124054 ROAD MATERIALS AND PAVEMENT DESIGN//MICROMECH MICRO//ASPHALT CONCRETE
5 0.0000100554 WATER PANEL//MAXIMUM DRY UNIT WEIGHT//WATER BOARD
6 0.0000100530 ASPHALT MIXTURE//ASPHALT CONCRETE//PERMEABLE FRICTION COURSE
7 0.0000096591 LIQUEFACTION//SANDS//SAND
8 0.0000091843 HIGHEST P TIGE SCI PROFESS FDN//LEIGHTON BUZZARD SAND//TIME DOMAIN GROUND MOTION PARAMETERS
9 0.0000089721 SAN DIMAS TECHNOL DEV//TIRE CONTACT STRESS//FRENCH AEROSP AGCY
10 0.0000088987 UNSATURATED SOILS//PARTIAL SATURATION//UNSATURATED SOIL