Class information for:
Level 1: RESIDUAL FRICTION ANGLE//INTERIOR PLAINS//RING SHEAR TEST

Basic class information
ID Publications Average number
of references		 Avg. shr. active
ref. in WoS
21858 346 27.7 26%


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 RESIDUAL FRICTION ANGLE Author keyword 4 75% 1% 3
2 INTERIOR PLAINS Author keyword 3 100% 1% 3
3 RING SHEAR TEST Author keyword 3 30% 3% 9
4 RING SHEAR TESTS Author keyword 3 35% 2% 7
5 CUT SLOPES Author keyword 3 60% 1% 3
6 RESIDUAL SHEAR STRENGTH Author keyword 3 30% 2% 7
7 ERVOIR MODELING TEAM Address 2 67% 1% 2
8 OKINAWA STUDY Address 2 67% 1% 2
9 PREGLACIAL VALLEY Author keyword 2 67% 1% 2
10 TRANSPARENT SHEAR BOX Author keyword 2 67% 1% 2

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 RESIDUAL FRICTION ANGLE 4 75% 1% 3 Search RESIDUAL+FRICTION+ANGLE Search RESIDUAL+FRICTION+ANGLE
2 INTERIOR PLAINS 3 100% 1% 3 Search INTERIOR+PLAINS Search INTERIOR+PLAINS
3 RING SHEAR TEST 3 30% 3% 9 Search RING+SHEAR+TEST Search RING+SHEAR+TEST
4 RING SHEAR TESTS 3 35% 2% 7 Search RING+SHEAR+TESTS Search RING+SHEAR+TESTS
5 CUT SLOPES 3 60% 1% 3 Search CUT+SLOPES Search CUT+SLOPES
6 RESIDUAL SHEAR STRENGTH 3 30% 2% 7 Search RESIDUAL+SHEAR+STRENGTH Search RESIDUAL+SHEAR+STRENGTH
7 PREGLACIAL VALLEY 2 67% 1% 2 Search PREGLACIAL+VALLEY Search PREGLACIAL+VALLEY
8 TRANSPARENT SHEAR BOX 2 67% 1% 2 Search TRANSPARENT+SHEAR+BOX Search TRANSPARENT+SHEAR+BOX
9 SENSITIVE CLAY 2 26% 2% 7 Search SENSITIVE+CLAY Search SENSITIVE+CLAY
10 EARTH SLIDE 2 50% 1% 3 Search EARTH+SLIDE Search EARTH+SLIDE

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 DRAINED RESIDUAL STRENGTH 10 57% 3% 12
2 COHESIVE SOILS 10 24% 10% 36
3 RESIDUAL STRENGTH 4 12% 10% 34
4 LACUSTROGLACIAL CLAY 3 100% 1% 3
5 RESIDUAL SHEAR STRENGTH 2 50% 1% 3
6 NATURAL SOILS 2 16% 3% 11
7 HYDROCONSOLIDATION 2 43% 1% 3
8 CUT SLOPES 1 100% 1% 2
9 LANDSLIDE SOILS 1 100% 1% 2
10 SENSITIVE MUDDY SEDIMENTS 1 100% 1% 2

Journals

Reviews


Title Publ. year Cit. Active
references		 % act. ref.
to same field
Residual shear strength mobilized in first-time slope failures 2003 43 18 67%

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 ERVOIR MODELING TEAM 2 67% 0.6% 2
2 OKINAWA STUDY 2 67% 0.6% 2
3 SERV GEOTECH GEOL 1 38% 0.9% 3
4 BODENMECH GRUNDBAU 1 50% 0.6% 2
5 SECT MOUVEMENTS TERRAIN 1 100% 0.6% 2
6 LANDSLIDES 1 13% 1.7% 6
7 CANADIAN RAIL 1 50% 0.3% 1
8 GEO DISASTER 1 50% 0.3% 1
9 LGCA ISTERRE 1 50% 0.3% 1
10 MAT TESTING BRANCH 1 50% 0.3% 1

Related classes at same level (level 1)


Rank Relatedness score Related classes
1 0.0000199451 FERRIC DOSING//IMPERMEABLE CORE//EARTHFILL
2 0.0000167611 LANDSLIDE SUSCEPTIBILITY//LANDSLIDE//LANDSLIDES
3 0.0000151081 SLOPE STABILITY//FACTOR OF SAFETY//CRITICAL SLIP SURFACE
4 0.0000137346 DEEP SEATED GRAVITATIONAL SLOPE DEFORMATION//SACKUNG//ROCK SLOPE FAILURE
5 0.0000136369 VERTICAL DRAIN//CONSOLIDATION//VERTICAL DRAINS
6 0.0000125013 SELF ORGANIZING OVERLAY NETWORK//ACTIVE POROSITY//BARRAGES AND RESERVOIRS
7 0.0000107992 WATER PANEL//MAXIMUM DRY UNIT WEIGHT//WATER BOARD
8 0.0000101188 AQUITARD//HYDRIC SOIL INDICATORS//TOLUCA BASIN
9 0.0000096541 CONCRETE FACED ROCKFILL DAM//SEISMIC SLOPE STABILITY//PERMANENT DISPLACEMENT
10 0.0000081840 UNSATURATED SOILS//PARTIAL SATURATION//UNSATURATED SOIL