Class information for: |
Basic class information |
Class id | #P | Avg. number of references |
Database coverage of references |
---|---|---|---|
6362 | 1494 | 28.1 | 37% |
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 |
6362 | 1 | SOIL STABILIZATION//UNCONFINED COMPRESSIVE STRENGTH//FIBER REINFORCED SOIL | 1494 |
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 | SOIL STABILIZATION | authKW | 838272 | 6% | 43% | 95 |
2 | UNCONFINED COMPRESSIVE STRENGTH | authKW | 675383 | 6% | 38% | 87 |
3 | FIBER REINFORCED SOIL | authKW | 287393 | 1% | 94% | 15 |
4 | SOIL STABILISATION | authKW | 272742 | 2% | 43% | 31 |
5 | SOIL CEMENT | authKW | 226353 | 2% | 46% | 24 |
6 | LIME | authKW | 223794 | 7% | 10% | 110 |
7 | LIME STABILIZATION | authKW | 214567 | 1% | 50% | 21 |
8 | EXPANSIVE SOIL | authKW | 210891 | 2% | 30% | 34 |
9 | CALIFORNIA BEARING RATIO | authKW | 209576 | 1% | 49% | 21 |
10 | ENGINEERING, GEOLOGICAL | WoSSC | 200602 | 43% | 2% | 646 |
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 | 200602 | 43% | 2% | 646 |
2 | Engineering, Civil | 26467 | 37% | 0% | 547 |
3 | Construction & Building Technology | 20268 | 20% | 0% | 295 |
4 | Geosciences, Multidisciplinary | 17158 | 39% | 0% | 590 |
5 | Transportation Science & Technology | 3011 | 6% | 0% | 86 |
6 | Materials Science, Multidisciplinary | 2008 | 28% | 0% | 413 |
7 | Mineralogy | 1796 | 5% | 0% | 76 |
8 | Engineering, Environmental | 999 | 7% | 0% | 105 |
9 | Engineering, Ocean | 606 | 2% | 0% | 26 |
10 | Materials Science, Characterization, Testing | 307 | 2% | 0% | 29 |
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 | CIVIL ENGN | 92248 | 47% | 1% | 708 |
2 | EXCELLENCE CIVIL ENGN | 82760 | 1% | 45% | 9 |
3 | GEOTECH TRANSPORTAT | 81712 | 1% | 18% | 22 |
4 | CONSTRUCT TECHNOL UNIT | 54496 | 0% | 67% | 4 |
5 | CNRS MORPHODYNAM CONTINENTALE COTIERE | 40874 | 0% | 100% | 2 |
6 | EARTH OBSERVAT HAINAN PROV | 40874 | 0% | 100% | 2 |
7 | GEOTECH MECH ENGN MWR | 40874 | 0% | 100% | 2 |
8 | GEOTECH ENGN | 27338 | 4% | 2% | 57 |
9 | CIVIL ENGN POLO 2 | 27248 | 0% | 67% | 2 |
10 | REG BLOIS | 27248 | 0% | 67% | 2 |
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 MATERIALS IN CIVIL ENGINEERING | 188872 | 11% | 6% | 158 |
2 | JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING | 78241 | 7% | 4% | 104 |
3 | SOILS AND FOUNDATIONS | 57773 | 4% | 5% | 59 |
4 | GEOTEXTILES AND GEOMEMBRANES | 49025 | 3% | 5% | 49 |
5 | ENGINEERING GEOLOGY | 39892 | 5% | 2% | 80 |
6 | GEOSYNTHETICS INTERNATIONAL | 35652 | 2% | 5% | 32 |
7 | GEOTECHNICAL TESTING JOURNAL | 34240 | 3% | 4% | 47 |
8 | GEOMECHANICS AND ENGINEERING | 33479 | 2% | 7% | 25 |
9 | APPLIED CLAY SCIENCE | 27143 | 5% | 2% | 69 |
10 | CANADIAN GEOTECHNICAL JOURNAL | 15470 | 3% | 1% | 51 |
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 | SOIL STABILIZATION | 838272 | 6% | 43% | 95 | Search SOIL+STABILIZATION | Search SOIL+STABILIZATION |
2 | UNCONFINED COMPRESSIVE STRENGTH | 675383 | 6% | 38% | 87 | Search UNCONFINED+COMPRESSIVE+STRENGTH | Search UNCONFINED+COMPRESSIVE+STRENGTH |
3 | FIBER REINFORCED SOIL | 287393 | 1% | 94% | 15 | Search FIBER+REINFORCED+SOIL | Search FIBER+REINFORCED+SOIL |
4 | SOIL STABILISATION | 272742 | 2% | 43% | 31 | Search SOIL+STABILISATION | Search SOIL+STABILISATION |
5 | SOIL CEMENT | 226353 | 2% | 46% | 24 | Search SOIL+CEMENT | Search SOIL+CEMENT |
6 | LIME | 223794 | 7% | 10% | 110 | Search LIME | Search LIME |
7 | LIME STABILIZATION | 214567 | 1% | 50% | 21 | Search LIME+STABILIZATION | Search LIME+STABILIZATION |
8 | EXPANSIVE SOIL | 210891 | 2% | 30% | 34 | Search EXPANSIVE+SOIL | Search EXPANSIVE+SOIL |
9 | CALIFORNIA BEARING RATIO | 209576 | 1% | 49% | 21 | Search CALIFORNIA+BEARING+RATIO | Search CALIFORNIA+BEARING+RATIO |
10 | RECYCLED BASSANITE | 163496 | 1% | 100% | 8 | Search RECYCLED+BASSANITE | Search RECYCLED+BASSANITE |
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 | YILMAZ, Y , (2015) COMPACTION AND STRENGTH CHARACTERISTICS OF FLY ASH AND FIBER AMENDED CLAYEY SOIL.ENGINEERING GEOLOGY. VOL. 188. ISSUE . P. 168 -177 | 32 | 94% | 3 |
2 | ESTABRAGH, AR , RAFATJO, H , JAVADI, AA , (2014) TREATMENT OF AN EXPANSIVE SOIL BY MECHANICAL AND CHEMICAL TECHNIQUES.GEOSYNTHETICS INTERNATIONAL. VOL. 21. ISSUE 3. P. 233 -243 | 35 | 85% | 2 |
3 | KUMAR, A , GUPTA, D , (2016) BEHAVIOR OF CEMENT-STABILIZED FIBER-REINFORCED POND ASH, RICE HUSK ASH-SOIL MIXTURES.GEOTEXTILES AND GEOMEMBRANES. VOL. 44. ISSUE 3. P. 466 -474 | 27 | 84% | 3 |
4 | ZHANG, T , CAI, GJ , LIU, SY , DUAN, WH , (2016) LABORATORY OBSERVATION OF ENGINEERING PROPERTIES AND DEFORMATION MECHANISMS OF CEMENTED RUBBER-SAND MIXTURES.CONSTRUCTION AND BUILDING MATERIALS. VOL. 120. ISSUE . P. 514 -523 | 34 | 77% | 0 |
5 | GUMUSER, C , SENOI, A , (2014) EFFECT OF FLY ASH AND DIFFERENT LENGTHS OF POLYPROPYLENE FIBERS CONTENT ON THE SOFT SOILS.INTERNATIONAL JOURNAL OF CIVIL ENGINEERING. VOL. 12. ISSUE 2B. P. 167 -178 | 27 | 96% | 1 |
6 | CHESHOMI, A , ESHAGHI, A , HASSANPOUR, J , (2017) EFFECT OF LIME AND FLY ASH ON SWELLING PERCENTAGE AND ATTERBERG LIMITS OF SULFATE-BEARING CLAY.APPLIED CLAY SCIENCE. VOL. 135. ISSUE . P. 190 -198 | 28 | 88% | 0 |
7 | OLGUN, M , (2013) EFFECTS OF POLYPROPYLENE FIBER INCLUSION ON THE STRENGTH AND VOLUME CHANGE CHARACTERISTICS OF CEMENT-FLY ASH STABILIZED CLAY SOIL.GEOSYNTHETICS INTERNATIONAL. VOL. 20. ISSUE 4. P. 263 -275 | 26 | 96% | 9 |
8 | HAMIDI, A , HOORESFAND, M , (2013) EFFECT OF FIBER REINFORCEMENT ON TRIAXIAL SHEAR BEHAVIOR OF CEMENT TREATED SAND.GEOTEXTILES AND GEOMEMBRANES. VOL. 36. ISSUE . P. 1 -9 | 29 | 78% | 18 |
9 | LATIFI, N , RASHID, ASA , SIDDIQUA, S , HORPIBULSUK, S , (2015) MICRO-STRUCTURAL ANALYSIS OF STRENGTH DEVELOPMENT IN LOW- AND HIGH SWELLING CLAYS STABILIZED WITH MAGNESIUM CHLORIDE SOLUTION - A GREEN SOIL STABILIZER.APPLIED CLAY SCIENCE. VOL. 118. ISSUE . P. 195 -206 | 36 | 67% | 0 |
10 | TANG, CS , LI, J , WANG, DY , SHI, B , (2016) INVESTIGATION ON THE INTERFACIAL MECHANICAL BEHAVIOR OF WAVE-SHAPED FIBER REINFORCED SOIL BY PULLOUT TEST.GEOTEXTILES AND GEOMEMBRANES. VOL. 44. ISSUE 6. P. 872 -883 | 32 | 71% | 0 |
Classes with closest relation at Level 1 |