1、September 2015 Translation by DIN-Sprachendienst.English price group 14No part of this translation may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).
2、ICS 13.080.20; 93.020!%F/“2351299www.din.deDDIN EN ISO 18674-1Geotechnical investigation and testing Geotechnical monitoring by field instrumentation Part 1: General rules (ISO 18674-1:2015);English version EN ISO 18674-1:2015,English translation of DIN EN ISO 18674-1:2015-09Geotechnische Erkundung
3、und Untersuchung Geotechnische Messungen Teil 1: Allgemeine Regeln (ISO 18674-1:2015);Englische Fassung EN ISO 18674-1:2015,Englische bersetzung von DIN EN ISO 18674-1:2015-09Reconnaissance et essais gotechniques Surveillance gotechnique par instrumentation in situ Partie 1: Rgles gnrales (ISO 18674
4、-1:2015);Version anglaise EN ISO 18674-1:2015,Traduction anglaise de DIN EN ISO 18674-1:2015-09SupersedesDIN 4107-1:2011-01www.beuth.deDocument comprises 32 pagesIn case of doubt, the German-language original shall be considered authoritative.08.15 DIN EN ISO 18674-1:2015-09 2 A comma is used as the
5、 decimal marker. National foreword This document (EN ISO 18674-1:2015) has been prepared by Technical Committee CEN/TC 341 “Geotechnical investigation and testing” (Secretariat: BSI, United Kingdom) in collaboration with Technical Committee ISO/TC 182 “Geotechnics”. The responsible German body invol
6、ved in its preparation was the DIN-Normenausschuss Bauwesen (DIN Standards Committee Building and Civil Engineering), Working Committee NA 005-05-09 AA Baugrund; Feldversuche (SpA zu CEN/TC 341/WG 2, WG 3, WG 5 und ISO/TC 182/SC 1/WG 4). The DIN Standards corresponding to the International Standards
7、 referred to in this document are as follows: ISO 14688-1 DIN EN ISO 14688-1 ISO 14689-1 DIN EN ISO 14689-1 ISO 22475-1 DIN EN ISO 22475-1 IEC 60529 DIN EN 60529 (VDE 0470-1) Amendments This standard differs from DIN 4107-1:2011-01 as follows: a) the content of the national standard has been adopted
8、 in full; b) the standard has been editorially revised. Previous editions DIN 4107: 1937-02, 1969-07, 1978-01 DIN 4107-1: 2010-10, 2011-01 National Annex NA (informative) Bibliography DIN EN 60529 (VDE 0470-1), Degrees of protection provided by enclosures (IP code) DIN EN ISO 14688-1, Geotechnical i
9、nvestigation and testing Identification and classification of soil Part 1: Identification and description DIN EN ISO 14689-1, Geotechnical investigation and testing Identification and classification of rock Part 1: Identification and description DIN EN ISO 22475-1, Geotechnical investigation and tes
10、ting Sampling methods and groundwater measurements Part 1: Technical principles for execution EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN ISO 18674-1 May 2015 ICS 13.080.20; 93.020 English Version Geotechnical investigation and testing - Geotechnical monitoring by field instrumentation - Pa
11、rt 1: General rules(ISO 18674-1:2015) Reconnaissance et essais gotechniques - Surveillance gotechnique par instrumentation in situ - Partie 1: Rgles gnrales (ISO 18674-1:2015) Geotechnische Erkundung und Untersuchung - Geotechnische Messungen - Teil 1: Allgemeine Regeln (ISO 18674-1:2015) This Europ
12、ean Standard was approved by CEN on 30 April 2015. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references conc
13、erning such national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN member. This European Standard exists in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member in
14、to its own language and notified to the CEN-CENELEC Management Centre has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France,
15、Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITE
16、E FR NORMUNG CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels 2015 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN ISO 18674-1:2015 EForeword 31 Scope . 42 Normative references 43 Terms and symbols 53.1 Terms . 53.2
17、 Symbols . 74 Principal requirements . 84.1 Geotechnical monitoring in connection with geotechnical design 84.2 Geotechnical monitoring in connection with specific questions . 84.3 Requirements of a geotechnical monitoring project 84.4 Geodetic measurements . 94.5 Safety requirements . 95 Requiremen
18、ts of a geotechnical monitoring system . 95.1 General . 95.2 Robustness 105.3 Influencing factors 105.4 Redundancy 105.5 Stability of sensor signal 105.6 Function check and calibration 116 Location of measuring points and geotechnical parameters 116.1 Location of measuring points 116.1.1 The measuri
19、ng points can be located at free surfaces, at the interface between any two media, or inside of a medium. . 116.2 Measurement and monitoring of geotechnical parameters 117 Carrying out the measurements 128 Data processing and verification 129 Reporting .139.1 Installation report . 139.2 Monitoring r
20、eport 14Annex A (normative) Minimum requirements on content of instrument data sheets 16Annex B (normative) Geotechnical measurements in boreholes 17Annex C (informative) Field measurements in connection with the design and construction of geotechnical structures .20Annex D (informative) Measurement
21、 and monitoring of geotechnical key parameters .22Annex E (informative) Types of instruments and monitoring methods commonly used.24Bibliography .30Contents PageDIN EN ISO 18674-1:2015-09 EN ISO 18674-1:2015 (E) 2 Foreword This document (EN ISO 18674-1:2015) has been prepared by Technical Committee
22、ISO/TC 182 “Geotechnics“ in collaboration with Technical Committee CEN/TC 341 “Geotechnical Investigation and Testing” the secretariat of which is held by BSI. This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at th
23、e latest by November 2015, and conflicting national standards shall be withdrawn at the latest by November 2015. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN and/or CENELEC shall not be held responsible for identifying any
24、or all such patent rights. According to the CEN-CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republi
25、c of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. Endorsement notice The text of ISO 18674-1:2015 has been app
26、roved by CEN as EN ISO 18674-1:2015 without any modification. DIN EN ISO 18674-1:2015-09 EN ISO 18674-1:2015 (E) 3 1 ScopeThis part of ISO 18674 lays out the general rules for the performance monitoring of the ground, of structures interacting with the ground, of geotechnical fills, and of geotechni
27、cal works.NOTE ISO 18674 fulfils the requirements for general rules for the performance monitoring of the ground, of structures interacting with the ground, of geotechnical fills, and of geotechnical works as part of the geotechnical investigation and testing according to EN 1997-18and EN 1997-29.Sp
28、ecifically, this part of ISO 18674 applies to field instrumentation and measurements carried out in connection with site investigations of soils and rocks, in connection with Observational Design procedures, in connection with the performance of geotechnical structures before, during, and after cons
29、truction, for ground behaviour evaluation, e.g. unstable slopes, consolidation etc., for the proof or follow-up of a new equilibrium within the ground, after disturbance of its natural state by construction measures (e.g. foundation loads, excavation of soil, tunnelling), for the proof or follow-up
30、of the stability, serviceability, and safety of structures and operations which might be influenced by geotechnical construction, for perpetuation of evidence, and for the evaluation and control of geotechnical works.2 Normative referencesThe following documents, in whole or in part, are normatively
31、 referenced in this document and are indispensable for its application. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies.ISO 14688-1, Geotechnical investigation and testing Identification an
32、d classification of soil Part 1: Identification and descriptionISO 14689-1, Geotechnical investigation and testing Identification and classification of rock Part 1: Identification and descriptionISO 22475-1, Geotechnical investigation and testing Sampling methods and groundwater measurements Part 1:
33、 Technical principles for executionISO/IEC Guide 99:2007, International vocabulary of metrology Basic and general concepts and associated terms (VIM)IEC 60529, Degrees of protection provided by enclosures (IP Code)DIN EN ISO 18674-1:2015-09 EN ISO 18674-1:2015 (E) 4 3 Terms and symbols3.1 TermsFor t
34、he purposes of this document, the terms and definitions given in ISO/IEC Guide 99:2007 and the following apply.3.1.1geotechnical monitoringobservation of the ground behaviour and/or performance of geotechnical structures before, during, and/or after constructionNote 1 to entry: Geotechnical monitori
35、ng is an integral part of the Observational Design procedure (see EN 19971: 2004).Note 2 to entry: Geotechnical monitoring is based on field observation, including construction site inspection.3.1.2field instrumentmeasuring tool to assist geotechnical monitoringNote 1 to entry: Monitoring by field i
36、nstruments comprises the measurement of physical parameters, in particular, the change of the parameter values.3.1.3geotechnical key parameterphysical parameter indicative of the geotechnical issue under consideration and subject to geotechnical monitoringEXAMPLE Displacement (absolute or relative),
37、 strain, inclination, stress, pore pressure, earth pressure, force, velocity, acceleration, temperature.3.1.4geotechnical monitoring projectentirety of aspects and processes which, in a specific project, are relevant for geotechnical monitoringNote 1 to entry: Includes planning, risk assessment, spe
38、cifying, procurement, delivery, and installation of a project-specific monitoring system and collecting, processing, evaluating, and reporting of the monitoring data.3.1.5geotechnical monitoring conceptpreliminary plan for the measurement of geotechnical key parameters developed within the conceptua
39、l design phase, identifying specific objectives such as risk mitigation to be addressed by monitoring, thereby considering type of measurement, measuring locations, and schedule(s) for carrying out the measurement3.1.6geotechnical monitoring planadvancement of the monitoring concept within the speci
40、fication design phase3.1.7geotechnical monitoring systemhardware and software to provide field dataNote 1 to entry: Includes instruments signal, transmission (e.g. electric cables), data acquisition, and auxiliary units.Note 2 to entry: The performance (e.g. the accuracy, stability, precision) of th
41、e geotechnical monitoring system will not necessarily be identical to the performances of the system components.3.1.8geotechnical monitoring programmeentirety of those components of a monitoring project which can be systematically planned, consisting of a monitoring plan and monitoring systemDIN EN
42、ISO 18674-1:2015-09 EN ISO 18674-1:2015 (E) 5 3.1.9commissioningdemonstration and acceptance of the correct functioning of an installed monitoring systemNote 1 to entry: The commissioning criteria are commonly defined in the monitoring plan.3.1.10instrument data sheetmanufacturers document containin
43、g instrument technical specifications3.1.11initial measurementfirst measurement after installation (see Figure 1)3.1.12zero measurementmeasurement carried out after stabilization of installation effects (see Figure 1)Note 1 to entry: The zero measurement is often taken as reference for subsequent me
44、asurements, as it is commonly related to local space and time coordinates.Note 2 to entry: The zero measurement is commonly carried out with increased measuring effort, e.g. repetition of measurements, to provide a reliable datum for subsequent measurements.YX1234567Key1 initial measurement2 zero me
45、asurement3 reference measurement4 installation period5 stabilization period6 period of baseline measurements7 construction periodX timeY readingFigure 1 Definition of distinct measuring points during a geotechnical monitoring project in the period up to and including the construction phase3.1.13base
46、line measurementsmeasurements carried out, subsequent to the zero measurement, over a period of time before any construction starts, to help in the definition of changes that occur from causes other than constructionEXAMPLE Seasonal changes in groundwater levels, tidal and moisture content changes,
47、climatic changes such as temperature, and incidence of sunlight.DIN EN ISO 18674-1:2015-09 EN ISO 18674-1:2015 (E) 6 3.1.14reference measurementmeasurement which serves as reference base for previous and subsequent measurementsNote 1 to entry: The reference measurement is also known as datum measurement.Note 2 to entry: A new reference measurement is often used for a new construction phase.Note 3 to entry: The
