Class information for:
Level 1: DIAPHRAGM AND IN SITU WALLS//WALL DEFLECTION//BRACED EXCAVATION

Basic class information

ID Publications Average number
of references
Avg. shr. active
ref. in WoS
16191 601 20.6 31%



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 DIAPHRAGM AND IN SITU WALLS Author keyword 30 84% 3% 16
2 WALL DEFLECTION Author keyword 17 68% 2% 15
3 BRACED EXCAVATION Author keyword 14 59% 3% 16
4 EXCAVATION Author keyword 13 15% 13% 81
5 DEEP EXCAVATION Author keyword 11 32% 5% 30
6 RETAINING WALLS Author keyword 11 19% 8% 51
7 DIAPHRAGM WALL Author keyword 10 35% 4% 22
8 ASSETS PROPERTY MANAGEMENT Address 6 50% 1% 9
9 DIAPHRAGM WALLS Author keyword 5 33% 2% 13
10 BASE STABILITY Author keyword 4 67% 1% 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 DIAPHRAGM AND IN SITU WALLS 30 84% 3% 16 Search DIAPHRAGM+AND+IN+SITU+WALLS Search DIAPHRAGM+AND+IN+SITU+WALLS
2 WALL DEFLECTION 17 68% 2% 15 Search WALL+DEFLECTION Search WALL+DEFLECTION
3 BRACED EXCAVATION 14 59% 3% 16 Search BRACED+EXCAVATION Search BRACED+EXCAVATION
4 EXCAVATION 13 15% 13% 81 Search EXCAVATION Search EXCAVATION
5 DEEP EXCAVATION 11 32% 5% 30 Search DEEP+EXCAVATION Search DEEP+EXCAVATION
6 RETAINING WALLS 11 19% 8% 51 Search RETAINING+WALLS Search RETAINING+WALLS
7 DIAPHRAGM WALL 10 35% 4% 22 Search DIAPHRAGM+WALL Search DIAPHRAGM+WALL
8 DIAPHRAGM WALLS 5 33% 2% 13 Search DIAPHRAGM+WALLS Search DIAPHRAGM+WALLS
9 BASE STABILITY 4 67% 1% 4 Search BASE+STABILITY Search BASE+STABILITY
10 TOP DOWN EXCAVATION 4 75% 0% 3 Search TOP+DOWN+EXCAVATION Search TOP+DOWN+EXCAVATION

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 DEEP EXCAVATIONS 87 94% 5% 31
2 GROUND SURFACE SETTLEMENT 33 83% 3% 19
3 DEEP EXCAVATION 27 63% 4% 27
4 BRACED EXCAVATIONS 17 79% 2% 11
5 OBSERVED PERFORMANCE 14 100% 1% 7
6 DIAPHRAGM WALLS 12 63% 2% 12
7 GROUND MOVEMENTS 11 35% 4% 26
8 GEOTECHNICAL BACKANALYSIS 11 60% 2% 12
9 STIFF CLAY 11 60% 2% 12
10 PROPPED RETAINING WALL 8 75% 1% 6

Journals

Reviews



Title Publ. year Cit. Active
references
% act. ref.
to same field
Database for retaining wall and ground movements due to deep excavations 2001 69 22 100%
Simulation of a corner slurry trench failure in clay 2012 1 3 33%
Electrical methods for force measurement - A brief survey 2013 0 11 9%

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 ASSETS PROPERTY MANAGEMENT 6 50% 1.5% 9
2 SHIN LONG GRP 1 100% 0.3% 2
3 CONSTR ENGN 1 23% 0.5% 3
4 BUILT ENVIRONM CIVIL ENGN 1 50% 0.2% 1
5 CONCRETE GEOTECH 1 50% 0.2% 1
6 IST INGN AMBIENTALE 1 50% 0.2% 1
7 LMS ICARE 1 50% 0.2% 1
8 MID S DESIGN HYDROELECT PROJECTS 1 50% 0.2% 1
9 SEK TIB1 B7 1 50% 0.2% 1
10 SOLIDES STRUCT 1 50% 0.2% 1

Related classes at same level (level 1)



Rank Relatedness score Related classes
1 0.0000174454 CEMENTED PASTE BACKFILL//PASTE BACKFILL//EARTH PRESSURE
2 0.0000153171 BENDER ELEMENT//RESONANT COLUMN//BENDER ELEMENTS
3 0.0000148832 TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY//CONVERGENCE CONFINEMENT METHOD//SQUEEZING GROUND
4 0.0000141075 INFRASTRUCT ENGN TEAM//RELIABILITY BASED DESIGN//LOAD AND RESISTANCE FACTOR DESIGN
5 0.0000119936 HIGHEST P TIGE SCI PROFESS FDN//LEIGHTON BUZZARD SAND//TIME DOMAIN GROUND MOTION PARAMETERS
6 0.0000107085 VERTICAL DRAIN//CONSOLIDATION//VERTICAL DRAINS
7 0.0000101606 DISSIPATION TEST//PIEZOCONE//PRESSUREMETER
8 0.0000096919 PILES PILING//PILES//SHAFT RESISTANCE
9 0.0000093327 FERRIC DOSING//IMPERMEABLE CORE//EARTHFILL
10 0.0000091988 IMPROVEMENT DEPTH//DYNAMIC COMPACTION DC//RAPID IMPACT COMPACTION