Class information for:
Level 1: LIQUEFACTION//SANDS//SAND

Basic class information
ID Publications Average number
of references		 Avg. shr. active
ref. in WoS
518 3277 30.6 40%


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 LIQUEFACTION Author keyword 168 26% 17% 552
2 SANDS Author keyword 101 39% 6% 201
3 SAND Author keyword 57 16% 10% 318
4 PARTICLE CRUSHING Author keyword 50 71% 1% 41
5 PARTICLE CRUSHING CRUSHABILITY Author keyword 46 74% 1% 34
6 GEOTECHNIQUE Journal 44 14% 9% 291
7 SECOND ORDER WORK Author keyword 42 75% 1% 30
8 SUBLOADING SURFACE MODEL Author keyword 38 86% 1% 19
9 NOTTINGHAM GEOMECH Address 36 51% 2% 50
10 SOILS AND FOUNDATIONS Journal 35 17% 6% 187

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 LIQUEFACTION 168 26% 17% 552 Search LIQUEFACTION Search LIQUEFACTION
2 SANDS 101 39% 6% 201 Search SANDS Search SANDS
3 SAND 57 16% 10% 318 Search SAND Search SAND
4 PARTICLE CRUSHING 50 71% 1% 41 Search PARTICLE+CRUSHING Search PARTICLE+CRUSHING
5 PARTICLE CRUSHING CRUSHABILITY 46 74% 1% 34 Search PARTICLE+CRUSHING+CRUSHABILITY Search PARTICLE+CRUSHING+CRUSHABILITY
6 SECOND ORDER WORK 42 75% 1% 30 Search SECOND+ORDER+WORK Search SECOND+ORDER+WORK
7 SUBLOADING SURFACE MODEL 38 86% 1% 19 Search SUBLOADING+SURFACE+MODEL Search SUBLOADING+SURFACE+MODEL
8 STATE PARAMETER 34 65% 1% 33 Search STATE+PARAMETER Search STATE+PARAMETER
9 GRANULAR MATERIALS 32 16% 6% 184 Search GRANULAR+MATERIALS Search GRANULAR+MATERIALS
10 STANDARD PENETRATION TEST 31 49% 1% 46 Search STANDARD+PENETRATION+TEST Search STANDARD+PENETRATION+TEST

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 NONPLASTIC FINES 111 87% 2% 54
2 LOOSE SANDS 106 91% 1% 43
3 STATIC LIQUEFACTION 104 76% 2% 73
4 SOIL LIQUEFACTION 97 68% 3% 85
5 SILTY SANDS 88 78% 2% 59
6 LOOSE SAND 88 76% 2% 61
7 ONE DIMENSIONAL COMPRESSION 68 80% 1% 43
8 LIQUEFACTION RESISTANCE 60 58% 2% 70
9 PRINCIPAL STRESS ROTATION 59 81% 1% 35
10 SANDS 55 21% 7% 232

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 GEOTECHNIQUE 44 14% 9% 291
2 SOILS AND FOUNDATIONS 35 17% 6% 187
3 JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING 33 11% 9% 285
4 GRANULAR MATTER 23 17% 4% 123
5 JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE 15 10% 4% 135
6 ACTA GEOTECHNICA 6 13% 1% 42
7 GEOTECHNIQUE LETTERS 5 18% 1% 27
8 MECHANICS OF COHESIVE-FRICTIONAL MATERIALS 2 14% 0% 12

Reviews


Title Publ. year Cit. Active
references		 % act. ref.
to same field
Stress-strain behavior of sand at high strain rates 2012 18 48 54%
Review of soil liquefaction characteristics during major earthquakes of the twenty-first century 2013 10 20 50%
CPT-based probabilistic and deterministic assessment of in situ seismic soil liquefaction potential 2006 54 23 83%
Effect of grading characteristics on the undrained shear strength of sand: review with new evidences 2013 2 21 100%
A review of Beliche Dam 2005 29 10 60%
Review of standard penetration test short rod corrections 2005 10 6 100%
An experimental investigation into the effects of low plastic fines content on the behaviour of sand/silt mixtures 2015 0 23 100%
Constitutive response of idealized granular media under the principal stress axes rotation 2008 6 31 71%
Numerical simulation of particle breakage of angular particles using combined DEM and FEM 2011 2 15 60%
ANALYSIS OF GRAIN-SCALE MEASUREMENTS OF SAND USING KINEMATICAL COMPLEX NETWORKS 2012 3 33 42%

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 NOTTINGHAM GEOMECH 36 51% 1.5% 50
2 DONALD P SHILEY ENGN 12 86% 0.2% 6
3 MAT SCI ENVIRONM 11 44% 0.6% 19
4 ECN CNRS 8 100% 0.2% 5
5 UNITE RISQUES NAT OUVRAGES STOCKAGES 6 100% 0.1% 4
6 FDN ENGN SOIL ROCK MECH 5 43% 0.3% 9
7 UNITE RECH EROS TORRENTIELLE NEIGE AVALANCHES 5 34% 0.3% 11
8 SOIL MECH SECT 4 47% 0.2% 7
9 SOLS SOLIDES STRUCT 4 18% 0.7% 22
10 DIRECT RISQUES SOL SOUS SOL 4 75% 0.1% 3

Related classes at same level (level 1)


Rank Relatedness score Related classes
1 0.0000211770 BENDER ELEMENT//RESONANT COLUMN//BENDER ELEMENTS
2 0.0000192599 HYPOPLASTICITY//MICRO POLAR CONTINUUM//MICRO POLAR HYPOPLASTICITY
3 0.0000163882 DISSIPATION TEST//PIEZOCONE//PRESSUREMETER
4 0.0000151861 CONCRETE FACED ROCKFILL DAM//SEISMIC SLOPE STABILITY//PERMANENT DISPLACEMENT
5 0.0000105341 HIGHEST P TIGE SCI PROFESS FDN//LEIGHTON BUZZARD SAND//TIME DOMAIN GROUND MOTION PARAMETERS
6 0.0000099738 IMPROVEMENT DEPTH//DYNAMIC COMPACTION DC//RAPID IMPACT COMPACTION
7 0.0000096591 CONTINUOUS COMPACTION CONTROL//INTELLIGENT COMPACTION//UNBOUND GRANULAR MATERIALS
8 0.0000090979 DISTURBED STATE CONCEPT//INTERMEDIATE PRINCIPAL STRESS//BRIDGE TUNNEL SHAANXI PROV
9 0.0000077799 RESIDUAL FRICTION ANGLE//INTERIOR PLAINS//RING SHEAR TEST
10 0.0000076526 VERTICAL DRAIN//CONSOLIDATION//VERTICAL DRAINS