Class information for: |
Basic class information |
Class id | #P | Avg. number of references |
Database coverage of references |
---|---|---|---|
36811 | 73 | 16.6 | 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 |
201 | 3 | ENGINEERING, CIVIL//EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS//ENGINEERING, GEOLOGICAL | 52718 |
2477 | 2 | EIGENVECTOR DERIVATIVES//STRUCTURAL DYNAMICS//COMPONENT MODE SYNTHESIS | 3959 |
36811 | 1 | DRYSTONE//DRY STONE MASONRY//ECOLE TRAVAUX PUBL ETATFRE 3237 | 73 |
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 | DRYSTONE | authKW | 1673188 | 5% | 100% | 4 |
2 | DRY STONE MASONRY | authKW | 836594 | 3% | 100% | 2 |
3 | ECOLE TRAVAUX PUBL ETATFRE 3237 | address | 557728 | 3% | 67% | 2 |
4 | 2D SCALE DOWN EXPERIMENTS | authKW | 418297 | 1% | 100% | 1 |
5 | BRF INNOVAT CONSTRUCT MAT | address | 418297 | 1% | 100% | 1 |
6 | DRY JOINT STONE MASONRY | authKW | 418297 | 1% | 100% | 1 |
7 | DRY STONE MASONRY RETAINING WALLS | authKW | 418297 | 1% | 100% | 1 |
8 | FULL SCALE FIELD TRIALS | authKW | 418297 | 1% | 100% | 1 |
9 | MASONRY FACING | authKW | 418297 | 1% | 100% | 1 |
10 | MASONRY RETAINING WALL | authKW | 418297 | 1% | 100% | 1 |
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 | 2503 | 22% | 0% | 16 |
2 | Engineering, Civil | 1527 | 40% | 0% | 29 |
3 | Computer Science, Interdisciplinary Applications | 669 | 26% | 0% | 19 |
4 | Mechanics | 209 | 19% | 0% | 14 |
5 | Construction & Building Technology | 165 | 8% | 0% | 6 |
6 | Engineering, Mechanical | 55 | 10% | 0% | 7 |
7 | Engineering, General | 51 | 7% | 0% | 5 |
8 | Engineering, Aerospace | 48 | 4% | 0% | 3 |
9 | Geosciences, Multidisciplinary | 28 | 8% | 0% | 6 |
10 | Computer Science, Software Engineering | 18 | 4% | 0% | 3 |
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 | ECOLE TRAVAUX PUBL ETATFRE 3237 | 557728 | 3% | 67% | 2 |
2 | BRF INNOVAT CONSTRUCT MAT | 418297 | 1% | 100% | 1 |
3 | SH E ANAL | 418297 | 1% | 100% | 1 |
4 | TECHNOL NUCL ENGN | 418297 | 1% | 100% | 1 |
5 | LOW IMPACT BLDG | 376463 | 4% | 30% | 3 |
6 | SDOA | 334635 | 3% | 40% | 2 |
7 | COLUMBUS S ST S ANAL FRACTURE SECT | 209147 | 1% | 50% | 1 |
8 | ING RECURSOS NAT MEDIO AMBIENTE | 209147 | 1% | 50% | 1 |
9 | ENERGY CONSTRUCT ENVIRONM | 198136 | 4% | 16% | 3 |
10 | GENIE CIVIL BATIMENT | 156449 | 10% | 5% | 7 |
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 MECHANICAL ENGINEERS | 14422 | 1% | 3% | 1 |
2 | COMPUTERS & STRUCTURES | 11804 | 22% | 0% | 16 |
3 | GEOTECHNIQUE | 6833 | 8% | 0% | 6 |
4 | PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING | 6541 | 4% | 1% | 3 |
5 | STRUCTURAL ENGINEERING REVIEW | 6060 | 1% | 1% | 1 |
6 | ACTA GEOTECHNICA SLOVENICA | 4059 | 1% | 1% | 1 |
7 | JOURNAL OF ENGINEERING TECHNOLOGY | 3344 | 1% | 1% | 1 |
8 | ENGINEERING STRUCTURES | 2247 | 8% | 0% | 6 |
9 | JOURNAL OF THE ENGINEERING MECHANICS DIVISION-ASCE | 1917 | 1% | 0% | 1 |
10 | JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME | 1841 | 7% | 0% | 5 |
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 | DRYSTONE | 1673188 | 5% | 100% | 4 | Search DRYSTONE | Search DRYSTONE |
2 | DRY STONE MASONRY | 836594 | 3% | 100% | 2 | Search DRY+STONE+MASONRY | Search DRY+STONE+MASONRY |
3 | 2D SCALE DOWN EXPERIMENTS | 418297 | 1% | 100% | 1 | Search 2D+SCALE+DOWN+EXPERIMENTS | Search 2D+SCALE+DOWN+EXPERIMENTS |
4 | DRY JOINT STONE MASONRY | 418297 | 1% | 100% | 1 | Search DRY+JOINT+STONE+MASONRY | Search DRY+JOINT+STONE+MASONRY |
5 | DRY STONE MASONRY RETAINING WALLS | 418297 | 1% | 100% | 1 | Search DRY+STONE+MASONRY+RETAINING+WALLS | Search DRY+STONE+MASONRY+RETAINING+WALLS |
6 | FULL SCALE FIELD TRIALS | 418297 | 1% | 100% | 1 | Search FULL+SCALE+FIELD+TRIALS | Search FULL+SCALE+FIELD+TRIALS |
7 | MASONRY FACING | 418297 | 1% | 100% | 1 | Search MASONRY+FACING | Search MASONRY+FACING |
8 | MASONRY RETAINING WALL | 418297 | 1% | 100% | 1 | Search MASONRY+RETAINING+WALL | Search MASONRY+RETAINING+WALL |
9 | MAXIMUM AXIAL FORCE | 418297 | 1% | 100% | 1 | Search MAXIMUM+AXIAL+FORCE | Search MAXIMUM+AXIAL+FORCE |
10 | PILED GRAVITY RETAINING WALL | 418297 | 1% | 100% | 1 | Search PILED+GRAVITY+RETAINING+WALL | Search PILED+GRAVITY+RETAINING+WALL |
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 | COLAS, AS , MOREL, JC , GARNIER, D , (2013) ASSESSING THE TWO-DIMENSIONAL BEHAVIOUR OF DRYSTONE RETAINING WALLS BY FULL-SCALE EXPERIMENTS AND YIELD DESIGN SIMULATION.GEOTECHNIQUE. VOL. 63. ISSUE 2. P. 107 -117 | 12 | 86% | 4 |
2 | LE, HH , MOREL, JC , GARNIER, D , MCCOMBIE, PF , (2014) A REVIEW OF METHODS FOR MODELLING DRYSTONE RETAINING WALLS.PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING. VOL. 167. ISSUE 3. P. 262 -269 | 10 | 77% | 1 |
3 | ALEJANO, LR , VEIGA, M , TABOADA, J , DIEZ-FARTO, M , (2012) STABILITY OF GRANITE DRYSTONE MASONRY RETAINING WALLS: I. ANALYTICAL DESIGN.GEOTECHNIQUE. VOL. 62. ISSUE 11. P. 1013-1025 | 8 | 89% | 2 |
4 | QUEZADA, JC , VINCENS, E , MOUTERDE, R , MOREL, JC , (2016) 3D FAILURE OF A SCALE-DOWN DRY STONE RETAINING WALL: A DEM MODELLING.ENGINEERING STRUCTURES. VOL. 117. ISSUE . P. 506 -517 | 8 | 80% | 0 |
5 | COLAS, AS , MOREL, JC , GARNIER, D , (2010) FULL-SCALE FIELD TRIALS TO ASSESS DRY-STONE RETAINING WALL STABILITY.ENGINEERING STRUCTURES. VOL. 32. ISSUE 5. P. 1215 -1222 | 8 | 89% | 3 |
6 | OETOMO, JJ , VINCENS, E , DEDECKER, F , MOREL, JC , (2016) MODELING THE 2D BEHAVIOR OF DRY-STONE RETAINING WALLS BY A FULLY DISCRETE ELEMENT METHOD.INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS. VOL. 40. ISSUE 7. P. 1099 -1120 | 12 | 41% | 0 |
7 | MCCOMBIE, PF , MUNDELL, C , HEATH, A , WALKER, P , (2012) DRYSTONE RETAINING WALLS: DUCTILE ENGINEERING STRUCTURES WITH TENSILE STRENGTH.ENGINEERING STRUCTURES. VOL. 45. ISSUE . P. 238-243 | 5 | 100% | 2 |
8 | CLAXTON, M , HART, RA , MCCOMBIE, PF , WALKER, PJ , (2005) RIGID BLOCK DISTINCT-ELEMENT MODELING OF DRY-STONE RETAINING WALLS IN PLANE STRAIN.JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING. VOL. 131. ISSUE 3. P. 381-389 | 5 | 100% | 15 |
9 | LE, HH , GARNIER, D , COLAS, AS , TERRADE, B , MOREL, JC , (2016) 3D HOMOGENISED STRENGTH CRITERION FOR MASONRY: APPLICATION TO DRYSTONE RETAINING WALLS.JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS. VOL. 95. ISSUE . P. 239 -253 | 9 | 41% | 0 |
10 | MUNDELL, C , MCCOMBIE, P , BAILEY, C , HEATH, A , WALKER, P , (2009) LIMIT-EQUILIBRIUM ASSESSMENT OF DRYSTONE RETAINING STRUCTURES.PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING. VOL. 162. ISSUE 4. P. 203-212 | 5 | 83% | 10 |
Classes with closest relation at Level 1 |