Class information for:
Level 1: PILES PILING//PILES//SHAFT RESISTANCE

Basic class information
ID Publications Average number
of references		 Avg. shr. active
ref. in WoS
8240 1205 24.1 27%


Bar chart of Publication_year

Last years might be incomplete

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 PILES PILING Author keyword 28 45% 4% 47
2 PILES Author keyword 28 21% 10% 118
3 SHAFT RESISTANCE Author keyword 23 65% 2% 22
4 PILED RAFT Author keyword 22 58% 2% 26
5 PILE SETTLEMENT Author keyword 17 79% 1% 11
6 SHAFT FRICTION Author keyword 15 82% 1% 9
7 END RESISTANCE Author keyword 15 88% 1% 7
8 NEGATIVE SKIN FRICTION Author keyword 13 53% 1% 17
9 TAPERED PILES Author keyword 13 71% 1% 10
10 LOAD TRANSFER ANALYSIS Author keyword 12 86% 0% 6

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 PILES PILING 28 45% 4% 47 Search PILES++PILING Search PILES++PILING
2 PILES 28 21% 10% 118 Search PILES Search PILES
3 SHAFT RESISTANCE 23 65% 2% 22 Search SHAFT+RESISTANCE Search SHAFT+RESISTANCE
4 PILED RAFT 22 58% 2% 26 Search PILED+RAFT Search PILED+RAFT
5 PILE SETTLEMENT 17 79% 1% 11 Search PILE+SETTLEMENT Search PILE+SETTLEMENT
6 SHAFT FRICTION 15 82% 1% 9 Search SHAFT+FRICTION Search SHAFT+FRICTION
7 END RESISTANCE 15 88% 1% 7 Search END+RESISTANCE Search END+RESISTANCE
8 NEGATIVE SKIN FRICTION 13 53% 1% 17 Search NEGATIVE+SKIN+FRICTION Search NEGATIVE+SKIN+FRICTION
9 TAPERED PILES 13 71% 1% 10 Search TAPERED+PILES Search TAPERED+PILES
10 LOAD TRANSFER ANALYSIS 12 86% 0% 6 Search LOAD+TRANSFER+ANALYSIS Search LOAD+TRANSFER+ANALYSIS

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 DOWNDRAG 38 93% 1% 14
2 PIPE PILES 31 67% 2% 28
3 SIDE SHEAR SETUP 24 91% 1% 10
4 DRIVEN PILES 22 47% 3% 35
5 DISPLACEMENT PILES 21 75% 1% 15
6 AXIALLY LOADED PILES 15 88% 1% 7
7 SETTLEMENT ANALYSIS 15 88% 1% 7
8 SOIL PLUGS 15 88% 1% 7
9 VERTICALLY LOADED PILES 15 88% 1% 7
10 SHAFT FRICTION 13 71% 1% 10

Journals


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 PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING 10 13% 6% 69

Reviews


Title Publ. year Cit. Active
references		 % act. ref.
to same field
Science and empiricism in pile foundation design 2003 114 44 89%
Piles for offshore wind turbines: a state-of-the-art review 2011 8 8 100%
State of the art: Mechanical behavior of soil-structure interface 2009 2 33 64%
Groundwater table mounding, pore pressure, and liquefaction induced by explosions: Energy-distance relations 2007 2 9 56%

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 GEOTECH BAUBETRIEB 5 60% 0.5% 6
2 GEOTECH ENGN CONSTRUCT MANAGEMENT 2 36% 0.4% 5
3 GEOTECH CENTRIFUGE IL 2 67% 0.2% 2
4 MOE SOFT SOIL GEOENVIRONM ENGN 1 50% 0.2% 2
5 SOFT SOILS GEOENVIRONM ENGN 1 11% 0.7% 9
6 GEOENGN SECT 1 17% 0.3% 4
7 ATTN CEERD GS M 1 50% 0.1% 1
8 COFFEY GEOSCI PTY LTD 1 50% 0.1% 1
9 DIRECTORATE BLDG 1 50% 0.1% 1
10 DTECH 1 50% 0.1% 1

Related classes at same level (level 1)


Rank Relatedness score Related classes
1 0.0000261517 SOIL PILE INTERACTION//PILES//PILE GROUPS
2 0.0000241790 DISSIPATION TEST//PIEZOCONE//PRESSUREMETER
3 0.0000136190 INFRASTRUCT ENGN TEAM//RELIABILITY BASED DESIGN//LOAD AND RESISTANCE FACTOR DESIGN
4 0.0000121175 HIGHEST P TIGE SCI PROFESS FDN//LEIGHTON BUZZARD SAND//TIME DOMAIN GROUND MOTION PARAMETERS
5 0.0000108834 OFFSHORE FDN SYST//OFFSHORE ENGINEERING//FOOTINGS FOUNDATIONS
6 0.0000096919 DIAPHRAGM AND IN SITU WALLS//WALL DEFLECTION//BRACED EXCAVATION
7 0.0000095473 IMPROVEMENT DEPTH//DYNAMIC COMPACTION DC//RAPID IMPACT COMPACTION
8 0.0000088365 UPLIFT RESPONSE//PERMANENT GROUND DEFORMATION//FAULT RUPTURE PROPAGATION
9 0.0000072096 LIQUEFACTION//SANDS//SAND
10 0.0000067268 BENDER ELEMENT//RESONANT COLUMN//BENDER ELEMENTS