Class information for: |
Basic class information |
Class id | #P | Avg. number of references |
Database coverage of references |
---|---|---|---|
7815 | 1324 | 24.6 | 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 |
7815 | 1 | PILES//PILED RAFT//PILES PILING | 1324 |
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 | PILES | authKW | 690694 | 9% | 24% | 123 |
2 | PILED RAFT | authKW | 679247 | 3% | 82% | 36 |
3 | PILES PILING | authKW | 656582 | 5% | 46% | 62 |
4 | SHAFT RESISTANCE | authKW | 458037 | 2% | 83% | 24 |
5 | ENGINEERING, GEOLOGICAL | WoSSC | 437446 | 68% | 2% | 897 |
6 | NEGATIVE SKIN FRICTION | authKW | 396431 | 1% | 90% | 19 |
7 | DRIVEN PILES | authKW | 335173 | 2% | 58% | 25 |
8 | PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING | journal | 303419 | 7% | 15% | 87 |
9 | PILE LOAD TEST | authKW | 298865 | 1% | 72% | 18 |
10 | BORED PILES | authKW | 229804 | 1% | 59% | 17 |
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 | 437446 | 68% | 2% | 897 |
2 | Geosciences, Multidisciplinary | 30372 | 55% | 0% | 732 |
3 | Engineering, Civil | 9562 | 24% | 0% | 313 |
4 | Computer Science, Interdisciplinary Applications | 1162 | 9% | 0% | 113 |
5 | Engineering, Ocean | 1130 | 2% | 0% | 33 |
6 | Mining & Mineral Processing | 635 | 2% | 0% | 31 |
7 | Construction & Building Technology | 580 | 4% | 0% | 50 |
8 | Mechanics | 384 | 7% | 0% | 91 |
9 | Engineering, General | 143 | 3% | 0% | 40 |
10 | Transportation Science & Technology | 108 | 1% | 0% | 17 |
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 | GEOTECH BAUBETRIEB | 94161 | 1% | 58% | 7 |
2 | INT PROJECT SERV | 69184 | 0% | 100% | 3 |
3 | GEOTECH ENGN | 63944 | 6% | 3% | 82 |
4 | SOIL MECH NAVIER GEOTECH | 46123 | 0% | 100% | 2 |
5 | GEOTECH CENTRIFUGE IL | 30747 | 0% | 67% | 2 |
6 | GEOTECH STRUCT ENGN | 25864 | 1% | 7% | 16 |
7 | GEOTECH | 25286 | 3% | 3% | 37 |
8 | CIVIL ENGN | 23981 | 26% | 0% | 342 |
9 | ATTDC | 23061 | 0% | 100% | 1 |
10 | BASIC SCISTN 3 | 23061 | 0% | 100% | 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 | PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING | 303419 | 7% | 15% | 87 |
2 | JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING | 209198 | 12% | 6% | 160 |
3 | CANADIAN GEOTECHNICAL JOURNAL | 149681 | 11% | 4% | 149 |
4 | JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE | 145277 | 7% | 7% | 91 |
5 | COMPUTERS AND GEOTECHNICS | 111252 | 7% | 5% | 93 |
6 | GEOTECHNIQUE | 79174 | 7% | 4% | 87 |
7 | SOILS AND FOUNDATIONS | 63013 | 4% | 5% | 58 |
8 | GEOTECHNICAL TESTING JOURNAL | 51035 | 4% | 4% | 54 |
9 | INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS | 45434 | 5% | 3% | 67 |
10 | JOURNAL OF THE GEOTECHNICAL ENGINEERING DIVISION-ASCE | 26093 | 1% | 7% | 16 |
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 | PILES | 690694 | 9% | 24% | 123 | Search PILES | Search PILES |
2 | PILED RAFT | 679247 | 3% | 82% | 36 | Search PILED+RAFT | Search PILED+RAFT |
3 | PILES PILING | 656582 | 5% | 46% | 62 | Search PILES+PILING | Search PILES+PILING |
4 | SHAFT RESISTANCE | 458037 | 2% | 83% | 24 | Search SHAFT+RESISTANCE | Search SHAFT+RESISTANCE |
5 | NEGATIVE SKIN FRICTION | 396431 | 1% | 90% | 19 | Search NEGATIVE+SKIN+FRICTION | Search NEGATIVE+SKIN+FRICTION |
6 | DRIVEN PILES | 335173 | 2% | 58% | 25 | Search DRIVEN+PILES | Search DRIVEN+PILES |
7 | PILE LOAD TEST | 298865 | 1% | 72% | 18 | Search PILE+LOAD+TEST | Search PILE+LOAD+TEST |
8 | BORED PILES | 229804 | 1% | 59% | 17 | Search BORED+PILES | Search BORED+PILES |
9 | SOIL STRUCTURE INTERFACE | 225589 | 1% | 65% | 15 | Search SOIL+STRUCTURE+INTERFACE | Search SOIL+STRUCTURE+INTERFACE |
10 | PILE | 215445 | 4% | 17% | 54 | Search PILE | Search PILE |
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 | SABERI, M , ANNAN, CD , KONRAD, JM , LASHKARI, A , (2016) A CRITICAL STATE TWO-SURFACE PLASTICITY MODEL FOR GRAVELLY SOIL-STRUCTURE INTERFACES UNDER MONOTONIC AND CYCLIC LOADING.COMPUTERS AND GEOTECHNICS. VOL. 80. ISSUE . P. 71 -82 | 41 | 82% | 0 |
2 | RANDOLPH, MF , (2003) SCIENCE AND EMPIRICISM IN PILE FOUNDATION DESIGN.GEOTECHNIQUE. VOL. 53. ISSUE 10. P. 847-874 | 40 | 91% | 145 |
3 | ZHANG, QQ , LI, LP , CHEN, YJ , (2014) ANALYSIS OF COMPRESSION PILE RESPONSE USING A SOFTENING MODEL, A HYPERBOLIC MODEL OF SKIN FRICTION, AND A BILINEAR MODEL OF END RESISTANCE.JOURNAL OF ENGINEERING MECHANICS. VOL. 140. ISSUE 1. P. 102-111 | 28 | 100% | 0 |
4 | ZHANG, QQ , ZHANG, ZM , (2012) SIMPLIFIED CALCULATION APPROACH FOR SETTLEMENT OF SINGLE PILE AND PILE GROUPS.JOURNAL OF COMPUTING IN CIVIL ENGINEERING. VOL. 26. ISSUE 6. P. 750-758 | 25 | 96% | 3 |
5 | LIM, JK , LEHANE, B , (2015) SHEARING RESISTANCE DURING PILE INSTALLATION IN SAND.PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING. VOL. 168. ISSUE 3. P. 227 -235 | 25 | 89% | 1 |
6 | ZHANG, QQ , LIU, SW , ZHANG, SM , ZHANG, J , WANG, K , (2016) SIMPLIFIED NON-LINEAR APPROACHES FOR RESPONSE OF A SINGLE PILE AND PILE GROUPS CONSIDERING PROGRESSIVE DEFORMATION OF PILE-SOIL SYSTEM.SOILS AND FOUNDATIONS. VOL. 56. ISSUE 3. P. 473 -484 | 22 | 100% | 0 |
7 | ZHANG, QQ , ZHANG, ZM , HE, JY , (2010) A SIMPLIFIED APPROACH FOR SETTLEMENT ANALYSIS OF SINGLE PILE AND PILE GROUPS CONSIDERING INTERACTION BETWEEN IDENTICAL PILES IN MULTILAYERED SOILS.COMPUTERS AND GEOTECHNICS. VOL. 37. ISSUE 7-8. P. 969-976 | 22 | 100% | 17 |
8 | KONG, GQ , ZHOU, Y , YANG, Q , (2016) GROUP EFFECT OF DRAGLOAD IN PILE GROUPS EMBEDDED IN CONSOLIDATING SOIL UNDER EMBANKMENT LOAD.KSCE JOURNAL OF CIVIL ENGINEERING. VOL. 20. ISSUE 6. P. 2208 -2220 | 20 | 100% | 0 |
9 | ZHANG, QQ , ZHANG, ZM , (2012) A SIMPLIFIED NONLINEAR APPROACH FOR SINGLE PILE SETTLEMENT ANALYSIS.CANADIAN GEOTECHNICAL JOURNAL. VOL. 49. ISSUE 11. P. 1256-1266 | 21 | 100% | 8 |
10 | KOU, HL , CHU, J , GUO, W , ZHANG, MY , (2016) FIELD STUDY OF RESIDUAL FORCES DEVELOPED IN PRE-STRESSED HIGH-STRENGTH CONCRETE (PHC) PIPE PILES.CANADIAN GEOTECHNICAL JOURNAL. VOL. 53. ISSUE 4. P. 696 -707 | 23 | 82% | 0 |
Classes with closest relation at Level 1 |