Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
8256 | 1202 | 25.6 | 33% |
Classes in level above (level 2) |
ID, lev. above |
Publications | Label for level above |
---|---|---|
137 | 22636 | ENGINEERING, GEOLOGICAL//JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING//GEOTECHNIQUE |
Terms with highest relevance score |
Rank | Term | Type of term | Relevance score (tfidf) |
Class's shr. of term's tot. occurrences |
Shr. of publ. in class containing term |
Num. of publ. in class |
---|---|---|---|---|---|---|
1 | FIBER REINFORCED SOIL | Author keyword | 23 | 86% | 1% | 12 |
2 | SOIL STABILIZATION | Author keyword | 20 | 27% | 5% | 63 |
3 | RECYCLED BASSANITE | Author keyword | 14 | 100% | 1% | 7 |
4 | UNCONFINED COMPRESSIVE STRENGTH | Author keyword | 13 | 21% | 4% | 54 |
5 | EXPANSIVE SOILS | Author keyword | 11 | 18% | 5% | 55 |
6 | SOIL STABILISATION | Author keyword | 10 | 35% | 2% | 23 |
7 | POROSITY CEMENT RATIO | Author keyword | 9 | 83% | 0% | 5 |
8 | LIME STABILIZATION | Author keyword | 9 | 38% | 1% | 18 |
9 | FIBROUS PEAT | Author keyword | 8 | 75% | 0% | 6 |
10 | VOIDS CEMENT RATIO | Author keyword | 6 | 80% | 0% | 4 |
Web of Science journal categories |
Author Key Words |
Rank | Web of Science journal category | Relevance score (tfidf) |
Class's shr. of term's tot. occurrences |
Shr. of publ. in class containing term |
Num. of publ. in class |
LCSH search | Wikipedia search |
---|---|---|---|---|---|---|---|
1 | FIBER REINFORCED SOIL | 23 | 86% | 1% | 12 | Search FIBER+REINFORCED+SOIL | Search FIBER+REINFORCED+SOIL |
2 | SOIL STABILIZATION | 20 | 27% | 5% | 63 | Search SOIL+STABILIZATION | Search SOIL+STABILIZATION |
3 | RECYCLED BASSANITE | 14 | 100% | 1% | 7 | Search RECYCLED+BASSANITE | Search RECYCLED+BASSANITE |
4 | UNCONFINED COMPRESSIVE STRENGTH | 13 | 21% | 4% | 54 | Search UNCONFINED+COMPRESSIVE+STRENGTH | Search UNCONFINED+COMPRESSIVE+STRENGTH |
5 | EXPANSIVE SOILS | 11 | 18% | 5% | 55 | Search EXPANSIVE+SOILS | Search EXPANSIVE+SOILS |
6 | SOIL STABILISATION | 10 | 35% | 2% | 23 | Search SOIL+STABILISATION | Search SOIL+STABILISATION |
7 | POROSITY CEMENT RATIO | 9 | 83% | 0% | 5 | Search POROSITY+CEMENT+RATIO | Search POROSITY+CEMENT+RATIO |
8 | LIME STABILIZATION | 9 | 38% | 1% | 18 | Search LIME+STABILIZATION | Search LIME+STABILIZATION |
9 | FIBROUS PEAT | 8 | 75% | 0% | 6 | Search FIBROUS+PEAT | Search FIBROUS+PEAT |
10 | VOIDS CEMENT RATIO | 6 | 80% | 0% | 4 | Search VOIDS+CEMENT+RATIO | Search VOIDS+CEMENT+RATIO |
Key Words Plus |
Rank | Web of Science journal category | Relevance score (tfidf) |
Class's shr. of term's tot. occurrences |
Shr. of publ. in class containing term |
Num. of publ. in class |
---|---|---|---|---|---|
1 | RANDOMLY DISTRIBUTED FIBERS | 31 | 92% | 1% | 12 |
2 | EXPANSIVE SOILS | 28 | 54% | 3% | 36 |
3 | BEARING CLAY SOILS | 21 | 73% | 1% | 16 |
4 | SHREDDED TIRES | 21 | 73% | 1% | 16 |
5 | LARGE SHEAR STRAINS | 21 | 90% | 1% | 9 |
6 | GRANULATED BLASTFURNACE SLAG | 18 | 67% | 1% | 16 |
7 | ENGINEERING PROPERTIES | 12 | 23% | 4% | 47 |
8 | FURNACE SLAG GGBS | 11 | 100% | 0% | 6 |
9 | SOIL STABILIZATION | 10 | 61% | 1% | 11 |
10 | POLYPROPYLENE FIBER | 9 | 41% | 1% | 17 |
Journals |
Reviews |
Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
---|---|---|---|---|
A simple review of soil reinforcement by using natural and synthetic fibers | 2012 | 18 | 40 | 68% |
Mechanical properties of cement-treated aggregate material - A review | 2012 | 16 | 3 | 33% |
Comparing the conventional soil stabilization methods to the consolid system used as an alternative admixture matter in Isparta Daridere material | 2009 | 10 | 3 | 67% |
Sulphate attack and ettringite formation in the lime and cement stabilized marine clays | 2005 | 26 | 28 | 46% |
Sustainable stabilisation of the Lower Oxford Clay by non-traditional binder | 2011 | 2 | 9 | 67% |
Laterite Based Stabilized Products for Sustainable Building Applications in Tropical Countries: Review and Prospects for the Case of Cameroon | 2011 | 2 | 9 | 44% |
Review of stabilization of clays and expansive solis in pavements and lightly loaded structures - History, practice, and future | 2002 | 27 | 6 | 33% |
Aeolian sands: Characterization, options of improvement and possible employment in construction - The State-of-the-art | 2014 | 0 | 20 | 40% |
Minimizing the environmental effects caused by the production of bioenergy | 2011 | 0 | 7 | 43% |
Address terms |
Rank | Address term | Relevance score (tfidf) |
Class's shr. of term's tot. occurrences |
Shr. of publ. in class containing term |
Num. of publ. in class |
---|---|---|---|---|---|
1 | CIVIL ENGN UNIT | 2 | 38% | 0.4% | 5 |
2 | CIVIL ENGN POLO 2 | 2 | 67% | 0.2% | 2 |
3 | GEOTECH TRANSPORTAT | 2 | 14% | 0.8% | 10 |
4 | AIRFIELDS PAVEMENTS | 1 | 38% | 0.2% | 3 |
5 | BRCES | 1 | 50% | 0.2% | 2 |
6 | CERU | 1 | 50% | 0.2% | 2 |
7 | HGEBIET BODENMECH GRUNDBAU | 1 | 50% | 0.2% | 2 |
8 | OCEAN CIVIL ENVIRONM ENGN | 1 | 50% | 0.2% | 2 |
9 | RD SECT DEV TEAM | 1 | 50% | 0.2% | 2 |
10 | OLTU VOCAT TRAINING | 1 | 25% | 0.3% | 4 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000265136 | RAMMED EARTH//COMPRESSED EARTH BLOCKS//ADOBE |
2 | 0.0000198086 | WATER PANEL//MAXIMUM DRY UNIT WEIGHT//WATER BOARD |
3 | 0.0000125117 | VERTICAL DRAIN//CONSOLIDATION//VERTICAL DRAINS |
4 | 0.0000119749 | GEOTEXTILES AND GEOMEMBRANES//GEOSYNTHETICS//GEOSYNTHETICS INTERNATIONAL |
5 | 0.0000101519 | BENDER ELEMENT//RESONANT COLUMN//BENDER ELEMENTS |
6 | 0.0000098625 | UNSATURATED SOILS//PARTIAL SATURATION//UNSATURATED SOIL |
7 | 0.0000098543 | PEAT SLIDES//BOGFLOWS//TRANSLATIONAL PLANAR |
8 | 0.0000093932 | FLOCCULENT SETTLING//DREDGED MARINE SAND//RURAL ADV AGR EXTENS |
9 | 0.0000091837 | GEOSYNTHETIC CLAY LINER//GEOMEMBRANE//GEOSYNTHETIC CLAY LINERS |
10 | 0.0000088922 | CONTINUOUS COMPACTION CONTROL//INTELLIGENT COMPACTION//UNBOUND GRANULAR MATERIALS |