Class information for: |
Basic class information |
Class id | #P | Avg. number of references |
Database coverage of references |
---|---|---|---|
32591 | 137 | 23.5 | 27% |
Hierarchy of classes |
The table includes all classes above and classes immediately below the current class. |
Cluster id | Level | Cluster label | #P |
---|---|---|---|
16 | 4 | ENGINEERING, CIVIL//CONSTRUCTION & BUILDING TECHNOLOGY//MECHANICS | 627508 |
436 | 3 | ENGINEERING, GEOLOGICAL//JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING//GEOTECHNIQUE | 27041 |
96 | 2 | ENGINEERING, GEOLOGICAL//JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING//GEOTECHNIQUE | 26277 |
32591 | 1 | LIQUID LIMIT//ATTERBERG LIMITS//FALL CONE TEST | 137 |
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 | LIQUID LIMIT | authKW | 1156360 | 15% | 25% | 21 |
2 | ATTERBERG LIMITS | authKW | 1045641 | 15% | 22% | 21 |
3 | FALL CONE TEST | authKW | 992856 | 5% | 64% | 7 |
4 | FALL CONE | authKW | 891545 | 4% | 67% | 6 |
5 | CASAGRANDE APPARATUS | authKW | 668662 | 2% | 100% | 3 |
6 | DIPPING ROCK | authKW | 668662 | 2% | 100% | 3 |
7 | HEAVING GROUND | authKW | 668662 | 2% | 100% | 3 |
8 | PLASTIC LIMIT | authKW | 460142 | 6% | 26% | 8 |
9 | CASAGRANDE CUP | authKW | 445774 | 1% | 100% | 2 |
10 | EXPANSIVE ROCK | authKW | 445774 | 1% | 100% | 2 |
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 | 38848 | 63% | 0% | 86 |
2 | Geosciences, Multidisciplinary | 2674 | 51% | 0% | 70 |
3 | Mineralogy | 692 | 10% | 0% | 14 |
4 | Social Sciences, Interdisciplinary | 120 | 5% | 0% | 7 |
5 | Materials Science, Characterization, Testing | 108 | 4% | 0% | 5 |
6 | Mining & Mineral Processing | 104 | 3% | 0% | 4 |
7 | Soil Science | 89 | 5% | 0% | 7 |
8 | Construction & Building Technology | 56 | 4% | 0% | 5 |
9 | Engineering, Environmental | 45 | 5% | 0% | 7 |
10 | Materials Science, Multidisciplinary | 27 | 13% | 0% | 18 |
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 | ASSAM ENGN | 222887 | 1% | 100% | 1 |
2 | CONCRETE MECH | 222887 | 1% | 100% | 1 |
3 | ENGN CIVIL AMBIENTAL ENC | 222887 | 1% | 100% | 1 |
4 | MIN AREA PROTECT GEOINFORMAT MIN SURVEYING | 222887 | 1% | 100% | 1 |
5 | MIN SURVRYING ENVIRONM ENGN | 222887 | 1% | 100% | 1 |
6 | PICARD 262 | 222887 | 1% | 100% | 1 |
7 | YENI BASKENT SANAYI SITESI | 222887 | 1% | 100% | 1 |
8 | TROP GEOENGN GEOTROPIK | 111443 | 1% | 50% | 1 |
9 | CONSTRUCT MANU TURE ENGN | 111441 | 1% | 25% | 2 |
10 | CHEM ENGN ENQ | 74294 | 1% | 33% | 1 |
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 | GEOTECHNICAL TESTING JOURNAL | 89618 | 17% | 2% | 23 |
2 | GEOTECHNIQUE | 36536 | 14% | 1% | 19 |
3 | PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING | 9681 | 4% | 1% | 5 |
4 | JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING | 9548 | 8% | 0% | 11 |
5 | APPLIED CLAY SCIENCE | 8974 | 9% | 0% | 12 |
6 | ENVIRONMENTAL & ENGINEERING GEOSCIENCE | 7082 | 3% | 1% | 4 |
7 | CANADIAN GEOTECHNICAL JOURNAL | 5270 | 7% | 0% | 9 |
8 | GROUND ENGINEERING | 4843 | 1% | 2% | 1 |
9 | ARCHIVES OF MINING SCIENCES | 3751 | 2% | 1% | 3 |
10 | BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT | 2428 | 2% | 0% | 3 |
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 | LIQUID LIMIT | 1156360 | 15% | 25% | 21 | Search LIQUID+LIMIT | Search LIQUID+LIMIT |
2 | ATTERBERG LIMITS | 1045641 | 15% | 22% | 21 | Search ATTERBERG+LIMITS | Search ATTERBERG+LIMITS |
3 | FALL CONE TEST | 992856 | 5% | 64% | 7 | Search FALL+CONE+TEST | Search FALL+CONE+TEST |
4 | FALL CONE | 891545 | 4% | 67% | 6 | Search FALL+CONE | Search FALL+CONE |
5 | CASAGRANDE APPARATUS | 668662 | 2% | 100% | 3 | Search CASAGRANDE+APPARATUS | Search CASAGRANDE+APPARATUS |
6 | DIPPING ROCK | 668662 | 2% | 100% | 3 | Search DIPPING+ROCK | Search DIPPING+ROCK |
7 | HEAVING GROUND | 668662 | 2% | 100% | 3 | Search HEAVING+GROUND | Search HEAVING+GROUND |
8 | PLASTIC LIMIT | 460142 | 6% | 26% | 8 | Search PLASTIC+LIMIT | Search PLASTIC+LIMIT |
9 | CASAGRANDE CUP | 445774 | 1% | 100% | 2 | Search CASAGRANDE+CUP | Search CASAGRANDE+CUP |
10 | EXPANSIVE ROCK | 445774 | 1% | 100% | 2 | Search EXPANSIVE+ROCK | Search EXPANSIVE+ROCK |
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 | DI MATTEO, L , DRAGONI, W , CENCETTI, C , RICCO, R , FUCSINA, A , (2016) EFFECTS OF FALL-CONE TEST ON CLASSIFICATION OF SOILS: SOME CONSIDERATIONS FROM STUDY OF TWO ENGINEERING EARTHWORKS IN CENTRAL ITALY.BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT. VOL. 75. ISSUE 4. P. 1629 -1637 | 15 | 79% | 0 |
2 | MORENO-MAROTO, JM , ALONSO-AZCARATE, J , (2016) A BENDING TEST FOR DETERMINING THE ATTERBERG PLASTIC LIMIT IN SOILS.JOVE-JOURNAL OF VISUALIZED EXPERIMENTS. VOL. . ISSUE 112. P. - | 11 | 100% | 0 |
3 | VARDANEGA, PJ , HAIGH, SK , (2014) THE UNDRAINED STRENGTH - LIQUIDITY INDEX RELATIONSHIP.CANADIAN GEOTECHNICAL JOURNAL. VOL. 51. ISSUE 9. P. 1073 -1086 | 14 | 74% | 7 |
4 | MORENO-MAROTO, JM , ALONSO-AZCARATE, J , (2015) AN ACCURATE, QUICK AND SIMPLE METHOD TO DETERMINE THE PLASTIC LIMIT AND CONSISTENCY CHANGES IN ALL TYPES OF CLAY AND SOIL: THE THREAD BENDING TEST.APPLIED CLAY SCIENCE. VOL. 114. ISSUE . P. 497 -508 | 13 | 81% | 0 |
5 | EVANS, TM , SIMPSON, DC , (2015) INNOVATIVE DATA ACQUISITION FOR THE FALL CONE TEST IN TEACHING AND RESEARCH.GEOTECHNICAL TESTING JOURNAL. VOL. 38. ISSUE 3. P. - | 12 | 86% | 1 |
6 | O'KELLY, BC , (2013) ATTERBERG LIMITS AND REMOLDED SHEAR STRENGTH-WATER CONTENT RELATIONSHIPS.GEOTECHNICAL TESTING JOURNAL. VOL. 36. ISSUE 6. P. 939-947 | 13 | 72% | 6 |
7 | KAYABALI, K , AKTURK, O , FENER, M , OZKESER, A , USTUN, AB , DIKMEN, O , HARPUTLUGIL, F , ASADI, R , (2016) DETERMINATION OF ATTERBERG LIMITS USING NEWLY DEVISED MUD PRESS MACHINE.JOURNAL OF AFRICAN EARTH SCIENCES. VOL. 116. ISSUE . P. 127 -133 | 9 | 100% | 0 |
8 | FARIAS, MM , LLANO-SERNA, MA , (2016) SIMPLE METHODOLOGY TO OBTAIN CRITICAL STATE PARAMETERS OF REMOLDED CLAYS UNDER NORMALLY CONSOLIDATED CONDITIONS USING THE FALL-CONE TEST.GEOTECHNICAL TESTING JOURNAL. VOL. 39. ISSUE 5. P. 855 -864 | 11 | 65% | 1 |
9 | HAIGH, SK , VARDANEGA, PJ , (2014) FUNDAMENTAL BASIS OF SINGLE-POINT LIQUID LIMIT MEASUREMENT APPROACHES.APPLIED CLAY SCIENCE. VOL. 102. ISSUE . P. 8 -14 | 9 | 75% | 3 |
10 | CEVIKBILEN, G , BUDHU, M , (2011) SHEAR VISCOSITY OF CLAYS IN THE FALL CONE TEST.GEOTECHNICAL TESTING JOURNAL. VOL. 34. ISSUE 6. P. 740 -745 | 9 | 82% | 2 |
Classes with closest relation at Level 1 |