Class information for:
Level 1: UPLIFT RESPONSE//PERMANENT GROUND DEFORMATION//FAULT RUPTURE PROPAGATION

Basic class information
ID Publications Average number
of references		 Avg. shr. active
ref. in WoS
15778 623 21.9 29%


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 UPLIFT RESPONSE Author keyword 21 90% 1% 9
2 PERMANENT GROUND DEFORMATION Author keyword 15 82% 1% 9
3 FAULT RUPTURE PROPAGATION Author keyword 14 100% 1% 7
4 UPLIFT CAPACITY Author keyword 10 37% 4% 22
5 HELICAL PILES Author keyword 8 75% 1% 6
6 SYMMETRICAL ANCHOR PLATE Author keyword 8 100% 1% 5
7 BELLED PILE Author keyword 6 80% 1% 4
8 KOTTERS EQUATION Author keyword 6 80% 1% 4
9 UPHEAVAL BUCKLING Author keyword 6 40% 2% 12
10 ANCHORS Author keyword 6 16% 5% 34

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 UPLIFT RESPONSE 21 90% 1% 9 Search UPLIFT+RESPONSE Search UPLIFT+RESPONSE
2 PERMANENT GROUND DEFORMATION 15 82% 1% 9 Search PERMANENT+GROUND+DEFORMATION Search PERMANENT+GROUND+DEFORMATION
3 FAULT RUPTURE PROPAGATION 14 100% 1% 7 Search FAULT+RUPTURE+PROPAGATION Search FAULT+RUPTURE+PROPAGATION
4 UPLIFT CAPACITY 10 37% 4% 22 Search UPLIFT+CAPACITY Search UPLIFT+CAPACITY
5 HELICAL PILES 8 75% 1% 6 Search HELICAL+PILES Search HELICAL+PILES
6 SYMMETRICAL ANCHOR PLATE 8 100% 1% 5 Search SYMMETRICAL+ANCHOR+PLATE Search SYMMETRICAL+ANCHOR+PLATE
7 BELLED PILE 6 80% 1% 4 Search BELLED+PILE Search BELLED+PILE
8 KOTTERS EQUATION 6 80% 1% 4 Search KOTTERS+EQUATION Search KOTTERS+EQUATION
9 UPHEAVAL BUCKLING 6 40% 2% 12 Search UPHEAVAL+BUCKLING Search UPHEAVAL+BUCKLING
10 ANCHORS 6 16% 5% 34 Search ANCHORS Search ANCHORS

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 RUPTURING NORMAL FAULT 24 91% 2% 10
2 STRIP ANCHORS 23 86% 2% 12
3 DIP SLIP FAULTS 21 69% 3% 18
4 PULLOUT CAPACITY 21 78% 2% 14
5 FORCE DISPLACEMENT RESPONSE 15 77% 2% 10
6 ENLARGED BASES 9 83% 1% 5
7 PERMANENT GROUND DEFORMATIONS 8 100% 1% 5
8 ANCHOR PLATES 8 48% 2% 12
9 BURIED PIPELINES 7 38% 2% 14
10 BELIED PILES 6 71% 1% 5

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 JOURNAL OF PIPELINE SYSTEMS ENGINEERING AND PRACTICE 3 16% 3% 18

Reviews


Title Publ. year Cit. Active
references		 % act. ref.
to same field
Computations of uplift capacity of pile anchors in cohesionless soil 2010 1 4 75%
Inverse problems in geomechanics Review and examples 2010 0 16 19%

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 AIR DEF ENGN 2 67% 0.3% 2
2 ENGN PIPELINES 1 100% 0.3% 2
3 PL GEOL ENGN 1 100% 0.3% 2
4 OFFSHORE OIL GAS 1 15% 1.1% 7
5 CUIRE 1 33% 0.3% 2
6 CARNEGIE 510 1 50% 0.2% 1
7 CIVIL ENVIRONM ENGN 13 259 1 50% 0.2% 1
8 DISTRIBUT PLANNING ADM 1 50% 0.2% 1
9 INT BUSINESS TEAM 1 50% 0.2% 1
10 MECH PROGRAMS 1 50% 0.2% 1

Related classes at same level (level 1)


Rank Relatedness score Related classes
1 0.0000232980 SOIL TUNNEL INTERACTION//CIRCULAR TUNNELS//SOIL LINING INTERACTION
2 0.0000215472 OFFSHORE FDN SYST//OFFSHORE ENGINEERING//FOOTINGS FOUNDATIONS
3 0.0000104297 BUCKLE PROPAGATION//OVALIZATION//SANDWICH PIPES
4 0.0000103096 INDUCED TRENCH//BOX CULVERTS//PIPE BURSTING
5 0.0000088365 PILES PILING//PILES//SHAFT RESISTANCE
6 0.0000074809 CEMENTED PASTE BACKFILL//PASTE BACKFILL//EARTH PRESSURE
7 0.0000070118 DIAPHRAGM AND IN SITU WALLS//WALL DEFLECTION//BRACED EXCAVATION
8 0.0000066393 ROCK BOLT//GROUND ANCHORAGES//D BOLT
9 0.0000064642 COMBINED WAVE AND SURGE OVERTOPPING//HIGH PERFORMANCE TURF REINFORCEMENT MAT//HPTRM
10 0.0000053721 RING ELEMENT//TORSION BEAM SUSPENSION//CURVED PIPES