1、BRITISH STANDARD BS EN ISO 14689-1:2003 Geotechnical investigation and testing Identification and classification of rock Part 1: Identification and description The European Standard EN ISO 14689-1:2003 has the status of a British Standard ICS 93.020 BS EN ISO 14689-1:2003 This British Standard was p
2、ublished under the authority of the Standards Policy and Strategy Committee on 18 March 2004 BSI 18 March 2004 ISBN 0 580 43574 1 National foreword This British Standard is the official English language version of EN ISO 14689-1:2003. It is identical with ISO 14689-1:2003. The UK participation in it
3、s preparation was entrusted by Technical Committee B/526, Geotechnics, to Subcommittee B/526/3, Site investigation and ground testing, which has the responsibility to: A list of organizations represented on this subcommittee can be obtained on request to its secretary. Cross-references The British S
4、tandards which implement international or European publications referred to in this document may be found in the BSI Catalogue under the section entitled “International Standards Correspondence Index”, or by using the “Search” facility of the BSI Electronic Catalogue or of British Standards Online.
5、This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. Compliance with a British Standard does not of itself confer immunity from legal obligations. aid enquirers to understand the text; present to the responsible i
6、nternational/European committee any enquiries on the interpretation, or proposals for change, and keep the UK interests informed; monitor related international and European developments and promulgate them in the UK. Summary of pages This document comprises a front cover, an inside front cover, the
7、EN ISO title page, the EN ISO foreword page, the ISO title page, pages ii to v, a blank page, pages 1 to 16, an inside back cover and a back cover. The BSI copyright notice displayed in this document indicates when the document was last issued. Amendments issued since publication Amd. No. Date Comme
8、ntsEUROPEANSTANDARD NORMEEUROPENNE EUROPISCHENORM ENISO146891 December2003 ICS93.020 Englishversion GeotechnicalinvestigationandtestingIdentificationand classificationofrockPart1:Identificationanddescription(ISO 146891:2003) RecherchesetessaisgotechniquesDnominationet classificationdesrochesPartie1:
9、Dnominationet description(ISO146891:2003) GeotechnischeErkundungundUntersuchung Benennung,BeschreibungundKlassifizierungvonFels Teil1:BenennungundBeschreibung(ISO146891:2003) ThisEuropeanStandardwasapprovedbyCENon28November2003. CENmembersareboundtocomplywiththeCEN/CENELECInternalRegulationswhichsti
10、pulatetheconditionsforgivingthisEurope an Standardthestatusofanationalstandardwithoutanyalteration.Uptodatelistsandbibliographicalreferencesconcernings uchnational standardsmaybeobtainedonapplicationtotheManagementCentreortoanyCENmember. ThisEuropeanStandardexistsinthreeofficialversions(English,Fren
11、ch,German).Aversioninanyotherlanguagemadebytra nslation undertheresponsibilityofaCENmemberintoitsownlanguageandnotifiedtotheManagementCentrehasthesamestatusasthe official versions. CENmembersarethenationalstandardsbodiesofAustria,Belgium,CzechRepublic,Denmark,Finland,France,Germany,Greece, Hungary,I
12、celand,Ireland,Italy,Luxembourg,Malta,Netherlands,Norway,Portugal,Slovakia,Spain,Sweden,SwitzerlandandUn ited Kingdom. EUROPEANCOMMITTEEFORSTANDARDIZATION COMITEUROPENDENORMALISATION EUROPISCHESKOMITEEFRNORMUNG ManagementCentre:ruedeStassart,36B1050Brussels 2003CEN Allrightsofexploitationinanyforman
13、dbyanymeansreserved worldwideforCENnationalMembers. Ref.No.ENISO146891:2003EINESO41986:1002(3E) 2 CORRECTED20040114 Foreword Thisdocument(ENISO146891:2003)hasbeenpreparedbyTechnicalCommitteeISO/TC182 “Geotechnics“incollaborationwithTechnicalCommitteeCEN/TC341“Geotechnical InvestigationandTesting“,th
14、esecretariatofwhichisheldbyDIN. ThisEuropeanStandardshallbegiventhestatusofanationalstandard,eitherbypublicationof anidenticaltextorbyendorsement,atthelatestbyJune2004,andconflictingnational standardsshallbewithdrawnatthelatestbyJune2004. AccordingtotheCEN/CENELECInternalRegulations,thenationalstand
15、ardsorganizationsof thefollowingcountriesareboundtoimplementthisEuropeanStandard:Austria,Belgium,Czech Republic,Denmark,Finland,France,Germany,Greece,Hungary,Iceland,Ireland,Italy, Luxembourg,Malta,Netherlands,Norway,Portugal,Slovakia,Spain,Sweden,Switzerlandand theUnitedKingdom. Endorsementnotice T
16、hetextofISO146891:2003hasbeenapprovedbyCENasENISO146891:2003withoutany modifications. ENISO146891:2003 Reference number ISO 14689-1:2003(E) OSI 3002INTERNATIONAL STANDARD ISO 14689-1 First edition 2003-12-01 Geotechnical investigation and testing Identification and classification of rock Part 1: Ide
17、ntification and description Recherches et essais gotechniques Dnomination et classification des roches Partie 1: Dnomination et description ENISO146891:2003IS-98641 O1:(3002E) DPlcsid Fremia ihTs PDF file mya ctnoian emdebt dedyfepcaes. In ccacnadrow eitA hebods licnesilop gnic,y tihs file mirp eb y
18、atnde iv roweb detu slahl ton ide ebtlnu deess teh typfecaes wihce era hml era deddebicsnede ti dna onstlalde t noeh comuptfrep reromign tide ehtin.g In wodlnidaot gnihs fil,e trapise atpecc tiereht nser ehnopsiiblity fo nto ifnriigngn Aebods licnesilop gnic.y ehT ISO tneClar Secrteirata caceptl on
19、siibality in this .aera Ai ebods a tedarmfo kra Aebod SystemI snctaropro.de teDials fo teh sfotwcudorp erats sut deo crtaee tihs PDF file cna f ebi dnuon tlareneG eh Ifnler oatit evt oeh file; tP ehDc-Frtaeino marapterew stpo ereimizde fro irptni.gn Evyre cera neeb sah takne tsne oeru taht teh file
20、is siutlbae fosu re yb ISO memdob rebeis. In tlnu ehikletneve y ttah lborp aem lertait gno it is f,dnuo plsaee ifnrom ttneC ehlar Secterirata ta teh serddaig sleb nevwo. ISO 3002 All irthgs erse.devr lnUeto sswrehise specified, on trap fo this lbupictaion maeb y cudorperro de tuilizi den yna form ro
21、 na ybm ynae,s lecetrinoc ro mceinahcla, incliduntohp gcoiypodna gn micrfoilm, wittuoh repmissii now nritign from ietI rehSa Ot tsserdda eh ebolw or ISOs memreb i ydobn the cnuotfo yr ttseuqer ehe.r ISO cirypothg fofice saCe tsopale 65 eneG 1121-HC 02 av leT. 4 + 10 947 22 1 11 xaF0 947 22 14 + 9 74
22、 E-mial coirypthgis.o gro We bwww.is.o groii ISO 3002 Allr ihgtsser edevrENISO146891:2003IS-98641 O1:(3002E) I SO 3002 All irhgts seredevr iiiContents Page Foreword iv Introduction v 1 Scope 1 2 Normative references. 1 3 Terms and definitions. 2 4 Identification and description of rock. 3 4.1 Rock i
23、dentification 3 4.2 Description of rock material 4 4.2.1 Colour. 4 4.2.2 Grain size. 4 4.2.3 Matrix 4 4.2.4 Weathering and alteration effects . 4 4.2.5 Carbonate content 5 4.2.6 Stability of rock material 5 4.2.7 Unconfined compressive strength 6 4.3 Rock mass. 6 4.3.1 General. 6 4.3.2 Structure 7 4
24、.3.3 Discontinuities 7 4.3.4 Weathering of the rock mass. 12 4.3.5 Rock mass permeability. 13 5 Report. 13 Annex A (informative) Aid to identification of rock types on the basis of geological features for engineering purposes. 14 ENISO146891:2003IS-98641 O1:(3002E) iv I SO 3002 All irhgts seredevrFo
25、reword ISO (the International Organization for Standardization) is a worldwide federation of national standards bodies (ISO member bodies). The work of preparing International Standards is normally carried out through ISO technical committees. Each member body interested in a subject for which a tec
26、hnical committee has been established has the right to be represented on that committee. International organizations, governmental and non-governmental, in liaison with ISO, also take part in the work. ISO collaborates closely with the International Electrotechnical Commission (IEC) on all matters o
27、f electrotechnical standardization. International Standards are drafted in accordance with the rules given in the ISO/IEC Directives, Part 2. The main task of technical committees is to prepare International Standards. Draft International Standards adopted by the technical committees are circulated
28、to the member bodies for voting. Publication as an International Standard requires approval by at least 75 % of the member bodies casting a vote. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. ISO shall not be held responsible fo
29、r identifying any or all such patent rights. ISO 14689-1 was prepared by Technical Committee ISO/TC 182, Geotechnics, Subcommittee SC 1, Geotechnical investigation and testing. ISO 14689 consists of the following parts, under the general title Geotechnical investigation and testing Identification an
30、d classification of rock: Part 1: Identification and description Part 2: Electronic exchange of data on identification and description of rock. ENISO146891:2003IS-98641 O1:(3002E) I SO 3002 All irhgts seredevr vIntroduction This part of ISO 14689 covers areas in the international field that were nev
31、er previously standardized. It is intended that this document presents broad good practice throughout the world and significant differences with national documents are not anticipated. A more detailed description of rock and related to the site and project is likely to be appropriate. This document
32、is based on international practice (see the Bibliography). ENISO146891:2003blank ENISO146891:2003INTENRATIONAL TSANDADR IS-98641 O1:(3002E)I SO 3002 All irhgts seredevr 1Geotechnical investigation and testing Identification and classification of rock Part 1: Identification and description 1 Scope Th
33、is part of ISO 14689 relates to the identification and description of rock material and mass on the basis of mineralogical composition, genetic aspects, structure, grain size, discontinuities and other parameters. It also provides rules for the description of other characteristics as well as for the
34、ir designation. This part of ISO 14689 applies to the description of rock for geotechnics and engineering geology in civil engineering. The description is carried out on cores and other samples of natural rock and on rock masses. Rock mass classification systems using one or more descriptive paramet
35、ers to suggest likely rock mass behaviour are beyond the scope of this part of ISO 14689 (see Bibliography). Identification and classification of soil for engineering purposes is covered in ISO 14688-1 and ISO 14688-2. 2 Normative references The following referenced documents are indispensable for t
36、he application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. ISO 710-1, Graphical symbols for use on detailed maps, plans and geological cross-sections Part 1: General
37、rules of representation ISO 710-2, Graphical symbols for use on detailed maps, plans and geological cross-sections Part 2: Representation of sedimentary rocks ISO 710-3, Graphical symbols for use on detailed maps, plans and geological cross-sections Part 3: Representation of magmatic rocks ISO 710-4
38、, Graphical symbols for use on detailed maps, plans and geological cross-sections Part 4: Representation of metamorphic rocks ISO 710-5, Graphical symbols for use on detailed maps, plans and geological cross-sections Part 5: Representation of minerals ISO 710-6, Graphical symbols for use on detailed
39、 maps, plans and geological cross-sections Part 6: Representation of contact rocks and rocks which have undergone metasomatic, pneumatolytic or hydrothermal transformation or transformation by weathering ISO 710-7, Graphical symbols for use on detailed maps, plans and geological cross-sections Part
40、7: Tectonic symbols ENISO146891:2003IS-98641 O1:(3002E) 2 I SO 3002 All irhgts seredevr3 Terms and definitions For the purposes of this document, the following terms and definitions apply. NOTE Additional terms and definitions are given in EN 12670. 3.1 rock a naturally occurring assemblage of miner
41、als, consolidated, cemented, or otherwise bonded together, so as to form material of generally greater strength or stiffness than soils 3.2 rock mass the rock together with its discontinuities and weathering profile 3.3 rock material the rock within the framework of the discontinuities 3.4 rock type
42、 a name in relation to a defined petrological composition, predominant grain size and genetic origin, including relevant structure and texture NOTE Common examples are given in Table A.1. 3.5 matrix fine grained, glassy or amorphous groundmass of a rock containing larger mineral grains or rock parti
43、cles 3.6 texture size, shape and arrangement of the grains for sedimentary rocks and crystals for igneous and metamorphic rocks 3.7 fabric spatial arrangement of the constituents (grains) in the rock NOTE In sedimentary rocks, fabric is the orientation (or lack of it) in space of the elements (discr
44、ete particles, crystals, cement) comprising the rock. The term is used in igneous and other crystalline rocks for the patterns produced by non- uniform arrangements of grains, crystals and matrix. 3.8 foliation planar arrangements of components like minerals in any type of rock, especially the plana
45、r structure that results from flattening, segregation and other processes undergone by the grains in a metamorphic rock 3.9 discontinuity surface which breaks the rock material continuity within the rock mass and that is open or may become open under the stress applied by the engineering work EXAMPL
46、ES Bedding plane, joint, fissure, cleavage and fault in rock mass. 3.10 structure pattern of discontinuities in rock masses, which subdivide the mass into individual rock blocks ENISO146891:2003IS-98641 O1:(3002E) I SO 3002 All irhgts seredevr 34 Identification and description of rock 4.1 Rock ident
47、ification The identification of rocks is based on the determination of the following: a) genetic group: sedimentary: clastic, chemical, organic; metamorphic; igneous: plutonic, volcanic; b) structure: bedded, foliated or massive (without sharp genetic discontinuities); c) grain size: descriptive ter
48、ms (for various sizes) are given in Table A.1 in correlation to rock types; d) mineralogical composition: quartz, feldspars and related silicate minerals; dark coloured minerals (e.g. biotite, amphibole, pyroxene); clay minerals; carbonate minerals (e.g. calcite and dolomite); siliceous amorphous material (e.g.
