Class information for: |
Basic class information |
Class id | #P | Avg. number of references |
Database coverage of references |
---|---|---|---|
1568 | 2590 | 30.3 | 34% |
Hierarchy of classes |
The table includes all classes above and classes immediately below the current class. |
Terms with highest relevance score |
rank | Term | termType | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|---|
1 | LIQUEFACTION | authKW | 3087724 | 28% | 36% | 719 |
2 | ENGINEERING, GEOLOGICAL | WoSSC | 943174 | 71% | 4% | 1842 |
3 | JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING | journal | 480127 | 13% | 12% | 339 |
4 | SAND | authKW | 475395 | 10% | 15% | 267 |
5 | SOIL LIQUEFACTION | authKW | 457034 | 3% | 55% | 71 |
6 | SOIL DYNAMICS AND EARTHQUAKE ENGINEERING | journal | 425732 | 11% | 12% | 296 |
7 | SANDS | authKW | 389541 | 5% | 25% | 132 |
8 | CYCLIC TRIAXIAL TEST | authKW | 342629 | 2% | 58% | 50 |
9 | STATE PARAMETER | authKW | 322733 | 1% | 74% | 37 |
10 | STANDARD PENETRATION TEST | authKW | 307901 | 2% | 57% | 46 |
Web of Science journal categories |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|
1 | Engineering, Geological | 943174 | 71% | 4% | 1842 |
2 | Geosciences, Multidisciplinary | 84567 | 66% | 0% | 1702 |
3 | Engineering, Civil | 8676 | 16% | 0% | 423 |
4 | Engineering, Ocean | 1530 | 2% | 0% | 54 |
5 | Mechanics | 462 | 6% | 0% | 146 |
6 | Water Resources | 338 | 4% | 0% | 96 |
7 | Mining & Mineral Processing | 317 | 1% | 0% | 32 |
8 | Computer Science, Interdisciplinary Applications | 160 | 3% | 0% | 72 |
9 | Engineering, Marine | 127 | 0% | 0% | 11 |
10 | Engineering, General | 124 | 2% | 0% | 57 |
Address terms |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|
1 | MAT SCI ENVIRONM | 120748 | 1% | 41% | 25 |
2 | CIVIL ENGN | 76906 | 33% | 1% | 854 |
3 | GEOTECH ENGN | 57689 | 4% | 5% | 109 |
4 | FDN ENGN SOIL ROCK MECH | 51240 | 0% | 43% | 10 |
5 | SOIL MECH ROCK MECH | 40211 | 1% | 21% | 16 |
6 | SOIL MECH SECT | 38500 | 0% | 47% | 7 |
7 | CIVIL ENVIRONM ENGN | 38231 | 20% | 1% | 521 |
8 | BARBARY HARDY | 35364 | 0% | 100% | 3 |
9 | CONSTRUCT TRANSPORTS ENVIRONM PROTECT LCTPE | 35364 | 0% | 100% | 3 |
10 | JEC 4049 | 35364 | 0% | 100% | 3 |
Journals |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|
1 | JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING | 480127 | 13% | 12% | 339 |
2 | SOIL DYNAMICS AND EARTHQUAKE ENGINEERING | 425732 | 11% | 12% | 296 |
3 | JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE | 256121 | 7% | 13% | 169 |
4 | SOILS AND FOUNDATIONS | 230164 | 6% | 13% | 155 |
5 | CANADIAN GEOTECHNICAL JOURNAL | 227580 | 10% | 8% | 257 |
6 | GEOTECHNIQUE | 156362 | 7% | 8% | 171 |
7 | GEOTECHNICAL TESTING JOURNAL | 75702 | 4% | 7% | 92 |
8 | JOURNAL OF THE GEOTECHNICAL ENGINEERING DIVISION-ASCE | 43815 | 1% | 13% | 29 |
9 | ACTA GEOTECHNICA | 30628 | 1% | 8% | 34 |
10 | ENGINEERING GEOLOGY | 29712 | 4% | 3% | 91 |
Author Key Words |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
LCSH search | Wikipedia search |
---|---|---|---|---|---|---|---|
1 | LIQUEFACTION | 3087724 | 28% | 36% | 719 | Search LIQUEFACTION | Search LIQUEFACTION |
2 | SAND | 475395 | 10% | 15% | 267 | Search SAND | Search SAND |
3 | SOIL LIQUEFACTION | 457034 | 3% | 55% | 71 | Search SOIL+LIQUEFACTION | Search SOIL+LIQUEFACTION |
4 | SANDS | 389541 | 5% | 25% | 132 | Search SANDS | Search SANDS |
5 | CYCLIC TRIAXIAL TEST | 342629 | 2% | 58% | 50 | Search CYCLIC+TRIAXIAL+TEST | Search CYCLIC+TRIAXIAL+TEST |
6 | STATE PARAMETER | 322733 | 1% | 74% | 37 | Search STATE+PARAMETER | Search STATE+PARAMETER |
7 | STANDARD PENETRATION TEST | 307901 | 2% | 57% | 46 | Search STANDARD+PENETRATION+TEST | Search STANDARD+PENETRATION+TEST |
8 | CONE PENETRATION TEST | 271255 | 2% | 37% | 62 | Search CONE+PENETRATION+TEST | Search CONE+PENETRATION+TEST |
9 | LATERAL SPREADING | 244491 | 2% | 45% | 46 | Search LATERAL+SPREADING | Search LATERAL+SPREADING |
10 | STATIC LIQUEFACTION | 219016 | 1% | 77% | 24 | Search STATIC+LIQUEFACTION | Search STATIC+LIQUEFACTION |
Core articles |
The table includes core articles in the class. The following variables is taken into account for the relevance score of an article in a cluster c: (1) Number of references referring to publications in the class. (2) Share of total number of active references referring to publications in the class. (3) Age of the article. New articles get higher score than old articles. (4) Citation rate, normalized to year. |
Rank | Reference | # ref. in cl. |
Shr. of ref. in cl. |
Citations |
---|---|---|---|---|
1 | SADREKARIMI, A , (2014) STATIC LIQUEFACTION-TRIGGERING ANALYSIS CONSIDERING SOIL DILATANCY.SOILS AND FOUNDATIONS. VOL. 54. ISSUE 5. P. 955 -966 | 60 | 98% | 0 |
2 | LADE, PV , YAMAMURO, JA , (2011) EVALUATION OF STATIC LIQUEFACTION POTENTIAL OF SILTY SAND SLOPES.CANADIAN GEOTECHNICAL JOURNAL. VOL. 48. ISSUE 2. P. 247 -264 | 51 | 93% | 18 |
3 | EL TAKCH, A , SADREKARIMI, A , EL NAGGAR, H , (2016) CYCLIC RESISTANCE AND LIQUEFACTION BEHAVIOR OF SILT AND SANDY SILT SOILS.SOIL DYNAMICS AND EARTHQUAKE ENGINEERING. VOL. 83. ISSUE . P. 98 -109 | 45 | 90% | 1 |
4 | LASHKARI, A , (2016) PREDICTION OF FLOW LIQUEFACTION INSTABILITY OF CLEAN AND SILTY SANDS.ACTA GEOTECHNICA. VOL. 11. ISSUE 5. P. 987 -1014 | 51 | 73% | 2 |
5 | SADREKARIMI, A , (2013) INFLUENCE OF STATE AND COMPRESSIBILITY ON LIQUEFIED STRENGTH OF SANDS.CANADIAN GEOTECHNICAL JOURNAL. VOL. 50. ISSUE 10. P. 1067-1076 | 48 | 91% | 4 |
6 | SADREKARIMI, A , (2013) INFLUENCE OF FINES CONTENT ON LIQUEFIED STRENGTH OF SILTY SANDS.SOIL DYNAMICS AND EARTHQUAKE ENGINEERING. VOL. 55. ISSUE . P. 108-119 | 43 | 98% | 6 |
7 | MONKUL, MM , GULTEKIN, C , GULVER, M , AKIN, O , ESELLER-BAYAT, E , (2015) ESTIMATION OF LIQUEFACTION POTENTIAL FROM DRY AND SATURATED SANDY SOILS UNDER DRAINED CONSTANT VOLUME CYCLIC SIMPLE SHEAR LOADING.SOIL DYNAMICS AND EARTHQUAKE ENGINEERING. VOL. 75. ISSUE . P. 27 -36 | 39 | 100% | 3 |
8 | SADREKARIMI, A , (2014) EFFECT OF THE MODE OF SHEAR ON STATIC LIQUEFACTION ANALYSIS.JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING. VOL. 140. ISSUE 12. P. - | 48 | 86% | 1 |
9 | RAHMAN, MM , LO, SCR , DAFALIAS, YF , (2014) MODELLING THE STATIC LIQUEFACTION OF SAND WITH LOW-PLASTICITY FINES.GEOTECHNIQUE. VOL. 64. ISSUE 11. P. 881 -894 | 37 | 97% | 4 |
10 | HSIAO, DH , PHAN, VTA , (2016) EVALUATION OF STATIC AND DYNAMIC PROPERTIES OF SAND-FINES MIXTURES THROUGH THE STATE AND EQUIVALENT STATE PARAMETERS.SOIL DYNAMICS AND EARTHQUAKE ENGINEERING. VOL. 84. ISSUE . P. 134 -144 | 35 | 100% | 0 |
Classes with closest relation at Level 1 |