ASTM D3584-83(1988)

Practice for Indexing Papers and Reports on Soil and Rock for Engineering Purposes (Withdrawn 1996)

SCOPE
1.1 This practice provides a listing of keywords covering the broad subject areas applicable for papers and reports relating to soil and rock mechanics and engineering. The terms included in the listing include words and combinations of words that have significant value in indexing and retrieving technical information from the literature.  
1.2 Terms (descriptors) conveying broad, generic concepts as well as specific concepts are contained in the listing.

General Information

• Status: Withdrawn
• Publication Date: 31-Dec-1987
• Withdrawal Date: 09-Sep-1996
• ICS: 01.140.20 - Information sciences
• Technical Committee: D18 - Soil and Rock
• Drafting Committee: D18.93 - Terminology for Soil, Rock and Contained Fluids

Standards Content (Sample)

Designation: D 3584 - 83 (Reapproved 1988)
Standard Pryhce for
. .
Indexing Papers and Reports on Soil and Rock for
Engineering Purposes’ . _
This standard is issued under the fixed designation D 3584; the number immediately following the designation indica&s the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (6) indicates an editorial change since the last revision or reapproval.
INTRODUCTION : _ _,
“. This .practice is a tool or aid in indexing papers and reports dealing with soils and rocks as
engineering materials. This practice should provide assistance to libraries and technical informa-
tion centers engaged in handling and processing the written word. This practice can serve as a basis
for indexing written material in automated-storage and retrieval systems as well as in manual
systems. The procedure provides standard terminology for storage and retrieval systems.
This practice is based upon the use of keywords to indicate subject content of written
documents. This practice does not provide definitions for terms but should be tised as a guide to
the proper usage of terms ?nd as a control over acceptable vocabulary. The keyword listing is
essentially that used by the Geotechnical Division of the American Society of Civil Engineers and
is listed here with the permission of that organization. Some modifications in the keyword listing
have been made to provide complete coverage of terms contained-in Terminology D 653. A _
keyword listing is dynamic and is subject to change both by deletion an4 by insertion of new terms
as the need arises. This listing will be periodically reviewed and revised in gccordance with these ’
i
identified needs.
1. Scope dealing with soil and rock mechanics and engineering
subjects. When more than one word is used, the order is that
1.1 This practice provides a listing of keywords covering
corresponding to normal English usage. Sometimes a paren-
the broad subject areas applicable for papers and reports
thetical qualifying expression is used to clarify the meaning
relating to sqil and rock mechanics and engineering. The
of the descriptor.
terms included in the listing include words and combinations
of words that have significant value in indexing and re- 4.2 Five types of cross-references are used. These and their
.
abbreviations are as folllws:
trieving technical information from the literature.
1.2 Terms (descriptors) conveying broad, generic concepts
USE USE
as well as specific concepts are contained in the listing. .
USED FOR UF
BROADER TERM
2. Referenced Document ’ ’
NARROWER TERM _ i$ .
2.1 ASTM Standard: RELATED TERM
RT
D 653 Terminology Relating to Soil, Rock, and Contained
4.2.1 USE Reference-This cross-reference leads the
Fluids2
reader from an unapproved term to an approved descriptor,
For example:
3. Exp%ation of Descriptor Listing
SOIL. PRESSUiES
3.1 The listing is an alphabetical arrangement of main
terms (descriptors) and appropriate cross-references that lead
USE EARTH PRESSURES (EARTH PRESkJRES ii the
the user to the proper descriptors. This listing is the indexing acceptable term)
. tool of this practice. This listing is alphabetical letter-
4.2.2 USED FOR Reference-This cross-reference is the
by-letter, disregarding spaces between words. ., _ . ‘ri
inverse of the USE-reference and accompanies the descriptor
to which the USE reference refers. For example:
4, Descriptors and Cross-References
EARTH PRESSURES
4.1 A descriptor is a single word or seyeral words used to
UF SOIL PRESSURES (EARTH PRESSURES is the accept-
denote broad, generic conceptsas well as specific concepts
able term)
4.2.3 BROADER TERM Reference-This cross-reference
I This practice is under the jurisdiction of ASTM Committee D-18 on Soil and
for a given descriptor indicates other:descriptors in the listing
Rock and is the direct responsibility of Subcommittee D18.95 on Information
Retrieval and Data Automation.
which represent more inclusive concepts, of which the given
Current edition approved March 25, 1983. Published Jude 1983. Originally
descriptor is always a member. For example:
published as D 3584 - 77. Last previous edition D 3584 - 77.
2 AnnualBook ofASTM Standards, VoIO4.08.

.
#$I D 3584
SOIL LIME same hierarchy. The selection of RELATED TERM cross-
BT SOIL STABILIZATION
references for each descriptor is a matter of opinion. How-
ever, once they have been selected, each RELATED TERM
For each BROADER TERM reference there is also a
cross-reference has its inverse counterpart, .For example:
corresponding NARROWER TERM reference.
42.4 NARROWER TERM Reference-This cross-’
ABUTMENTS
reference is the inverse of the BROADER TERM reference. RT BRIDGES
For any descriptor, it indicates other descriptors in the listing
and
which are always more specific, For example:
BRIDGES
DRILLS
RT ABUTMENTS
:,
NT AUGERi
CALYX DRILLS 5. Descriptor Listing
_c ---- POWER AUGERS
5.1 A listing of descriptors and cross-references appears at
42.5 RELATED TERM Reference-This cross-reference the end of this practice. Terms that are keywords for
“Geotechnical Abstracts” are marked with an asterisk (*) to
indicates descriptors closely related in concept and often
associated with each other but not always members of the aid in abstracting.
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ASTM D3584 83
DESCRIPTORSANDCROSSREFERENCES .
KEY WORD LISTING FOR ASTM D 3584 - 83
(1983 REVISIONS)
AtiSOHPTIllN
/-
Bl- MOISTURE
..---
AT ADSDRPTIOU
RT ANCHORS
CAPILLARy PHENOMENA
;iii;;N$
0SM0S IS
ABRASION
ANCHORED TOWERS
HT ABHAS-1%
UF GUYED TOWERS
AURASIVE
ST TG?dERS
RT AURASIGN
_ p-r *NlwlmS
. . -. . . . -
lipid""""
'- TRANSMISSION TOWERS
ANCHORS
* AUUTMENTS
RT URIRGES UF ANCHORAGE
DFAU MAN ANCHOR .
DAM DESIGN
IIAM SITES RT Ah ICHORED SULKHSADS
HYDRAULIC STRUCTURES ANCHORED TOWERS
tj@JW PU,Il-EP+I,IY
ACCELERATION ,. . . . . . --~ .,.
lACED EXCAVATION
HT ACCELEHOHETFRS BR
ACCELERIIGHAPHS EX 'TENSOMETER
IRIZOt~TAL LOADS
USE ACCELEROMETT6HS
ACCELEROMETERS
/
UF ACCELEROGRAPHS AGSORUFD-?tATlilt
/'
BT INSTRUMENTATIGN UT MGISTU,tF
RT ACCELERATION HT ELECTRIC IIIIUULE LAYSR
DYNAMOMETEHS AIlSGHPTION
SEISMOGRAPHS UT MOISTUlit
ACCEPTANCE TESTS RT AuSIlHll'IGN
“LS ,a-.
RT AlTERBERG LIMITS AFGLIAN D~;PoSITS
ill- SOILS 'ITICAL SLOPES ~
FIELD TESTS
i
NT LOESS NATURAL SLOPES
GRADATION ANALYSIS
HARDNFSS TESTS * AFHIAL PHrlTGGRAPtIY
IMPACT TESTS I(T FXPLtlRATION
INDEX TESTS A-HGitIZilN
INSPECTION ill- SOIL HIllI IZON '
LAuORATORY TESTS RT H-tIOR I%ON
MATERIALS TESTING C-:tuRIZGY
MECHANICAL ANALYSIS LANU CLASSIFICATIGNS
MOISTURE CONTENT PI:IXlLGciY
NONDESTRUCTIVE TESTS rt AIR
PROTOTYPE TESTS III' AIR-SPACE: RATIO
AIR-VOIU RATIO
RELATIVE DENSITY
SIEVE ANALYSIS AI;ltSP;;H" RATIO
-
SOIL TESTS
SOIL MGISTUHE
TEST PHGCEDURES
AI~;VO~~RRATIU ELECTROCHEHISTHY
TEST SPECIMENS
ELFcTR00sM~s1s
UNIT WEIGHT
SGIL MOISTUHE ANTENNAS
WEITING AND DRYING TESTS
ACCIDENTS ALI JVIUM RT RADIO TELESCOPES
I 9T SOILS TOHERS
RT URACED EXCAVATIONS
DISASTERS ?T SEDIMENTS TRANSMISSION TOWERS
AMPLITUDE ANTHRACITE
%S HT FREQUENCY bT ROCKS .
ACIDS VIURATIONS . APARTMENT HOUSES
ST CHEMICALS WAVFS USE tMlILUINGS
RT ALKALIES AtlALG3 COMPUTERS APPARATUS
DU
. . . LIT COMPUTERS NT SHEAR APPARATUS
RT (NSTRU&JCPJT~T~NJ
. POUUTIGN RT ANALGGS 1_1.*,,. .SL.
* ACTIVE EARTH PRESSURE CGMPUTATION LAtNiHAT~ URY FOUIPMENT
USE ACTIVE PRESSURE . COMPUTFR PROGRAMMING TESfING MACHINES
APPARENT ,-'*dcc"~"
ACTIVF FROST ZONE DIGITAL CGMPUTERS
bT CC
RT FROST ACTION ELECTRIC ANALOGS *
,.#?~;;~,S;~~~TIuLE SOILS MICRG PROCESSORS SHSAR STRENGTH
MODELS RT MGHH FNVELGP
.*I., ,*,?I!
PSRMAFROST nl.nl\,“a NFGATIVE PURE PRESSURFS
ACTIVE PRESSURES NT ELECTRIC ANALOGS IJNDRAINFD SHEAR TFSTS
UF ACTIVE EARTH PRESSURR RT ANALOG COUPUI'ERS APPLIRD MFCtlANICS.
UT EARTH PRESSURES MODELS RT "GCK MFCHANICS
PRESSURES THREE-DIMENSIONAL PROULEMS SOIL MECHANiCs
RT AT-REST PRESSURFS f ANALYSIS APPUHTHNANCFS
EARTH PRESSURE COEFFICIENT NT CHEMICAL ANALYSIS UF ANCILLIARY EUUIPMRNI
HORIZONTAL LOADS APPURTENANT 1IIlIfKs
.CULMANN GRAPHICAL METHOD
LATERAL FORCES RT .-DIFFERENTIAL THERMAL ANALYSIS AI'PURTFNANT doifi(s
LOAD DISTRIbUTION I : DIMENSIONAL ANALYSIS USE APPURTENANCES
PASSIVE PRESSURES : APRONS
FRICTION CIRCLE MEMOD
RETAINING WALLS RT AIRCRAFT LOADS
FOURIER ANALYSIS
STRESS UISTR1bUTION AIIfPoRTS
KREY METHOD
RT UPLIFT PRESSURES
MAT~~EMATICAL ~tfALysIs tlIvhHSIOt~ UAMS
* ADOITIVES HANGAHS
NUMERICAL ANALYSIS
UF CHEMICAL ADDITIVES tIAHDSTA?lIlS
SETTLFMENT ANALYSIS
NT CATALYSTS SLICES METHOD
I'ARI(INU AHHAS
RT AIR ENTRAINMENT STABILITY ANALYSIS PAVEUFNTS
. .
SENTONITE STRESS ANALYSIS I~IGIU PAYRMwTS .
CONCRETE STRUCTURAL ANALYSIS TAXIWAYS
FLY ASH SWEDISH CIHCLE METHOD AGUEUUCTS
LIME NT TWO-DIMENSIONAL bT CGNDUITS -
PO7ZOLANS VISCOELASTIC ANALYSIS RT HYGRAULIC STRUCTURES
SRTTING (MATERIALS) INTAKF STRUCTURES
WATER ANALYSIS
AUHESION l
ANCHORAGE PFNSTGCKS '
RT AtXIflRBED WATRR
USE ANCHORS PIPELINFS
CARBONATES
ANCHORED UULKHEADS PUMPING PLANTS
7====
ASTM D3589 .83 0757530 0031030 Trn’
. I# D 3584
. STANUP I PES * AT W’ST PHI:SSIIHC:S UALLAST
TUNNELS NT FARItl PI,ESSUIfES
HT Cth1F.S ItlkLESS SOILS
AGUICLUDES
PI,pSSlJItF~ CHUSHFIJ STONES
USE AQUITARD HT ACl’IVF PItI-SSUHPS
FRAtiPENTC:IJ* MATERIALS
RT AQUIFFRS
FAItIii pIt!3SlJI,E COFFFIcIE,~~
lMIJA”S
ARTESIAN WATER i1llHILONTAL LOAUS
FLOW NETS
LhTFilAL FORCES
UANDING
GEIIL~JGIC FORMATIONS
LOAU IlI3’f’HIHUYION
HT VAHVFIJ CLAYS
GRGUNWATEH FLOW
PASS IVF P&fFSSUI,~:f
UANK CJl-J-ING
1MPEHV10US S01LS RFTA 1111 ,iG dALLS
USF FROS ION
PEHCHEU WATER TABLE’ STitESS I,IS’IRI~UTIO~~ UANK pItOTl~CTI~ItI
1 A”,, I FPUS
AlTAPUI.3 IF UF
;fIYEHHANK pHOTFCTION
RT AOUICLUIES
Ill. CLAY ‘AlHI:dAL:i :iTHEAMUANK Pl,tlfFCTIOtJ
ARTESIAN UATER
PINFlrALS IlT ASCtfItIlS
FLuH
ATr~NUA~iON ll4NXS
FLOiY NETS
HT DAMP I NG al,AcFU FXCAVATIOf~S
GAUBRIES
FLFCTROHAGNETISI SEISMIC U4 ,VFS t!ATTHE%ES
GEULOGIC FOHMATIONS
l ATTERBFRG’LIMITS U I PifAP
GHOUNUiYATER FLuI SFFIJI Nt;
UT AUOHATORY TESTS ’
AQUITARD
SHORE SHORE I’I,OTC:CTIO# I’I,OTC:CTIO#
USE AGUILUUES . ’
NT SLOPE SLOPE l’ROTEcT1 l’ROTEcT1 Ott Ott
d ARCH DAMS
dANKS dANKS
/----
BT IJAMS
.,T .,T HANK HANK ~J~I~~TFCTION ~J~I~~TFCTION
NT MULI’IPLE ARCH DA&
I:U,,ANK4l-‘:lTS I:U,,ANK4l-‘:lTS
HT ARCHES
!:h’l%f6!iSES !:h’l%f6!iSES
BUnRESS DAMS
ItFSFRVOrlfS ItFSFRVOrlfS
CONCRETF: U&k
HT II RI . t “I-‘.lS VJ-‘.lS
GRAVITY DAMS.
OISTUi2E CONTENT ~iloi,F ~iloi,F pl,;mcTIo pl,;mcTIo 1 1
MSONRY IJAMS
LASTICITY
StlELL STRUCTUHM ~,Alc~E:;~r’~~A’4S ~,Alc~E:;~r’~~A’4S
STICKY LIMIT
ARCHES AIIGFA b,lI> I NO:<
dI’ dI’ 2A-r.AL 2A-r.AL ill-SIGN ill-SIGN
RT ARCH DAMS
HT URILL HOLES
LflixS
BRIDGES
UGERS
RT A .IAii,lUI:I ;:I< ?s:IzS!ilJilC:i
BUILDINGS 0 IHILLING
~l?~:lSPrll:i~Ii Pkx%lilc.s
*
ARCHING
U IHILLS
iI% PHESSURES
RT EARTH PRESSURES
E XPLORATIGNS
RT AT8,lSPHEdE
STRESS CONlJITIONS F
GUNUATION INVESTIGATIONS OARRAG
FS
STRESS DISTRIbUTION
USE DAMS
*
ARCTIC REGIONS
l tiASALT S
RT FROST 4CTI,,N
LIT IGNEOUS ROCKS
SAMPLE LJISTRUdANCE
RllCl(S
SAMPLERS
HT pp;lJLiy
SuIL SAMPLERS TIONS
*
ARID LAND
MAGMA.
RT UESERTS BASF c 0URSES
LAND RECLAMATIGN RT
PAVEMENT IJESICN
SEMIAHID LAND
PAVEMENTS
WATER HEOUIREYENTS
SCilt+FqI tKiS
1 -.
ARTESIAN
CAST-IN-PLACE PILES SEAL ‘&AT
USE ARTESIAN WATER
SUBBASE
AUGERS
‘.
ARTESIAN WATER
SUdGHAUE
UT DRILLS
.
UF ARTESIAN
BASE E
NT HAND AUGERS XCHANGFS
RT ;f:“,;D WATEd IlF
POWER AIJGERS CATIGN EXCHANGE
RT AUGER 8lJRINGS ii IIIN EXCHANGES .
RT AOIIICLUDES
UGERED CONCRkTE PILES 1:1.vs
.
AOUIFERS
RILL HOLES . * “AS”: FAILURE
ARTESIAN WELLS
BASINS
CllNPINEMEt~T
NT SETTLING UASINS
HYIJRAULIC GRADIENTS
STILLING BASINS
OUICKSAND
AT LAGOONS
SAND BOILS
LAKES
SPRINGS (WATER1
RESERVOIR SITES.
WATER PRESSURFS
HESERVOIRS
AKTES1AN~WEU.S
WATERSHEUS
BT WELLS
UATCH I NG
RT ARTESIAN WATFR
RT ASPHALT --
GROUND WATER
C,ItJPDFFC
.,,.z .,. -.,.-.*. . . .
GRllUNlMATER FLoiV
1T AUTOMATIC CONTROL c;tMETE PLAClti
SPRINGS IWATERJ
l ’ UATTER
GMPUTEHS
WATER PRESSURES .x .
GNTRGL SYSTEMS PILES
*
ASPHALT
iT
RFCORDI NO SYSTEMS DOLPHINS
BT BITUMFNS
AU ~GMATION PILE LATERAL Lo4~
RT ASPtiALT ‘CEHENT
BEACH
I 3T AUTGMATIC CONTROL RRoSION
ASPHALTIC CONCRETE
COMPUTERS EROS ION
BATCHING
AV.41 ANPHSS i-K
,-.-._- MEACHES
CEMENT
I JF SNOWSLIDES BEACHING
MASTICS
HT -D 1ISASTERS BRFAKWATERS
OILS
L ANIJSLIUES lEEAN BEACHES
fj’)o;gCTIVE COATINGS
SAFETY SHOHE PROTECTION
SHEAR FAILURE WAVE ACTION .
SEAL COAT
BEACHI :S
SLGPE STABILITY
SEALS ISTOPPERSJ
BACKFILLING uF BEACH SLOPES .
SOIL ASPHALT
UF BACK PACKING tfT OCEAN BEACHES
hArEt? SEALS
RT HACKFILLS RT SEACH EROSION __
ASPfiALT CEMENT
EARTHFILL t83CtiI~G
UT CEMENT
EARTti-HANDLING EQUIPMENT BEACH SANUS
RT ASPHALT
~;R~;HoRKS DELTA DEPOSITS
ASPHALTIC CONCRETE
ISLANDS
tJITUUBNS
LIFTS ICONSTRUCTlONJ SANDSARS
MASTICS
STOCKPILING SHORE MPOSITSI
OILS
* BACKFILLS tIl
EACHING
llATEH SFALS
UT EARTHFILL RT LEACH EROSION
ASPIIALTIC CONCHFTF
%’ -.
FILLS
bE4cfi~~
UF M ITUMINIIUS CONCRETE
RT bACKFILLING
,J’%AN tJEACHES
UT CGNCHFTF
COMPACTION ~~~;~~S~~,~~~~~I~~N
RT ASPIIALT I
EARTHWORKS
ASPriALT CEIISNT
RETAINING WALLS MACH -SA,#,s’
;~:uu~FNS
TRENCHES bT SANDS
S
dACKH,lFS SOILS
ASPHALT P&iTS
UT ~ONSTF~U~TI,IN EGUIPHENT _ RT UEACHES
HI CONSTRUCTIoN FUUIPMC:,,
IT
EARTH-HANDLING EOUIPHFNT WNE SANDS
EXCAVATORS ,%AN BEACHES
err,n NI.lr-
RT CLAYSHELLS Vrb.ll Lvnezl
l3AIfllMFTRI’~ . PHFS~SU,,~:S
BEACH SLOPES
DRAGL INFS
FNV I IIfiNHFNT
DREffiES USE IIEACHES
- .
Mt.I’~ltllL(~“l,li’At. “ArA
.SHGVELS
VAPOR PHESSUIIF
BEF
WHEEL FXCAVATORS GRADE BEAUS
ATtIlISprlFRIC pdFSSU#-S
dACK PACKING TIE UFAHS
USli lI4I,:I%l~rilIC PrtESS3RES
RT CGLUMtIS
USE I!ACI(FILLING
ATOMIC ‘I~EHGI
FLEXURAL STRENti~tl
dACTEHIA
USF NUCLEAR IFNEAGY
ItT ALGAE STRUCTURAL DESIGN
f -3
p
I
ASTM D358V 83 m 0757530 003LO31 L m
_-- . . .
@ D 3584
l PEAT
FGUNIJATIIJNS
SWAMPS
*
JJENTONITE
WA’IEHLOCK3ED LAND
;I ;f,“~;NIT” CLAY
dO1LS
SAND BOILS
INOHGANIC CLAYS
ii DAM FAILURES
SOILS
HYDRAULIC GRADIENT
RT ADDITIVES
. . . . SFEPAGE
GRILLING Mull
‘OUNDATION BEAHING TEbTS UNGERWATER EXCAVATION
M~NTM~HILL~NITE
&~NDAT*GN PAILuwS WELLPOINTS
KREY MEMOD dOND1NGS
SLURRIES
STAUILITY AT AUHES IVES
dENION1
...