SIST EN ISO 18674-2:2017

Geotechnical investigation and testing - Geotechnical monitoring by field instrumentation - Part 2: Measurement of displacements along a line: Extensometers (ISO 18674-2:2016)

This Standard applies to the measurement of displacements along a line by means of extensometers carried out for geotechnical monitoring. It is to be applied in conjunction with EN ISO 22474-1.
Specifically, this Standard applies to
–   investigating soils and rocks;
–   checking geotechnical design values in connection with the Observational Design method;
–   deriving geotechnical design values (e.g. pile load test; trial tunnelling);
–   evaluating stability ahead of, during or after construction (e.g. natural slopes, slope cuts, embankments, excavation walls, foundations, dams, refuse dumps, tunnels).

Geotechnische Erkundung und Untersuchung - Geotechnische Messungen - Teil 2: Verschiebungsmessungen entlang einer Messlinie: Extensometer (ISO 18674-2:2016)

Dieser Teil der ISO 18674-2 gilt für geotechnische Verschiebungsmessungen entlang einer Messlinie mit Hilfe eines Extensometers. Die allgemeinen Regeln für die Qualitätsüberwachung des Baugrunds, der mit dem Baugrund interagierenden Strukturen, der geotechnischen Füllungen und geotechnischen Bauarbeiten sind in ISO 18674-1:2015 angegeben.
Wenn sie zusammen mit ISO 18674-3:2016 anzuwenden sind, erlaubt ISO 18674-2 die Bestimmung der in jede Richtung wirkenden Verschiebungen.
Diese Norm gilt für:
   Überwachung des Verhaltens von Böden, Schüttmaterial und Felsen
   die Prüfung geotechnischer Ausführungsvorschläge im Zusammenhang mit der Beobachtungsprozedur
   die Ableitung geotechnischer Schlüsselparameter (z. B. von Ergebnissen von Pfahlprobebelastungen oder Probestollen)
   die Beurteilung der Standsicherheit vor, während und nach dem Bau (z. B. Stabilität bei natürlichen Böschungen, Böschungseinschnitten, Aufschüttungen, Baugrubenwänden, Gründungen, Dämmen, Mülldeponien, Tunneln)
ANMERKUNG   Dieses Dokument erfüllt die Anforderungen für die Qualitätsüberwachung des Baugrunds, der mit dem Baugrund interagierenden Strkuturen und geotechnischen Bauarbeiten mit einem Extensometers als Teil der geotechnischen Untersuchung und Prüfung in Übereinstimmung mit den Verweisen [1] und [2].

Reconnaissance et essais géotechniques - Mesures géotechniques - Partie 2: Mesure de déplacement le long d‘une ligne par extensomètre (ISO 18674-2:2016)

Le présent document s'applique à la mesure des déplacements le long d'une ligne à l'aide d'extensomètres utilisés à des fins de surveillance géotechnique. Les règles générales d'exécution de la surveillance du terrain, des structures interagissant avec le terrain et des travaux géotechniques sont présentées dans l'ISO 18674‑1.
Appliqué en même temps que l'ISO 18674‑3, le présent document permet la détermination des déplacements dans n'importe quelle direction.
Le présent document s'applique à:
—          la surveillance du comportement des sols, des remblais et des roches;
—          la vérification des valeurs de calcul géotechnique rattaché à la méthode d'étude observationnelle;
—          la déduction des valeurs de calcul géotechnique (p. ex.: essai de charge des pieux ou essai de percement de tunnel);
—          l'évaluation de la stabilité avant, pendant ou après la construction (p. ex.: talus naturels, talus de remblai, remblais, parois d'excavation, fondations, barrages, décharges ou tunnels).
NOTE       Le présent document répond aux exigences pour la surveillance du terrain, des structures interagissant avec le terrain et des travaux géotechniques aux moyens des extensomètres en tant qu'essai et reconnaissance géotechnique selon les Références [5] et [6].

Geotehnično preiskovanje in preskušanje - Geotehnične meritve - 2. del: Meritve pomikov vzdolž merilne linije: ekstenzometer (ISO 18674-2:2016)

Ta standard se uporablja za merjenje iztisnin vzdolž merilne linije z ekstenzometri za namene geotehničnih meritev. Standard je treba uporabljati v povezavi s standardom EN ISO 22474-1.  Ta standard se uporablja zlasti za:  – preiskovanje zemljin in kamnin;  – preverjanje vrednosti geotehničnega projektiranja v povezavi z metodo opazovalnega projektiranja; – izpeljavo vrednosti geotehničnega projektiranja (npr. obremenilni preskus pilotov, gradnja testnega predora);  – ocenjevanje stabilnosti pred, med ali po gradnji (npr. naravna pobočja, rezi pobočij, nasipi, stene izkopa, temelji, jezovi, odlagališča odpadkov, predori).

General Information

• Status: Published
• Public Enquiry End Date: 29-Sep-2015
• Publication Date: 19-Feb-2017
• ICS: 13.080.20 - Physical properties of soils
• ICS: 17.040.30 - Measuring instruments
• ICS: 93.020 - Earthworks. Excavations. Foundation construction. Underground works
• Technical Committee: KON.007 - Geotechnics
• Current Stage: 6060 - National Implementation/Publication (Adopted Project)
• Start Date: 03-Jan-2017
• Due Date: 10-Mar-2017
• Completion Date: 20-Feb-2017
• Ref Project: EN ISO 18674-2:2016 - Geotechnical investigation and testing - Geotechnical monitoring by field instrumentation - Part 2: Measurement of displacements along a line: Extensometers (ISO 18674-2:2016)

Standards Content (Sample)

SLOVENSKI STANDARD
SIST EN ISO 18674-2:2017
01-marec-2017
*HRWHKQLþQRSUHLVNRYDQMHLQSUHVNXãDQMH*HRWHKQLþQHPHULWYHGHO0HULWYH
SRPLNRYY]GROåPHULOQHOLQLMHHNVWHQ]RPHWHU,62
Geotechnical investigation and testing - Geotechnical monitoring by field instrumentation
- Part 2: Measurement of displacements along a line: Extensometers (ISO 18674-
2:2016)
Geotechnische Erkundung und Untersuchung - Geotechnische Messungen - Teil 2:
Verschiebungsmessungen entlang einer Messlinie: Extensometer (ISO 18674-2:2016)
Reconnaissance et essais géotechniques - Mesures géotechniques - Partie 2: Mesure
de déplacement le long d‘une ligne par extensomètre (ISO 18674-2:2016)
Ta slovenski standard je istoveten z: EN ISO 18674-2:2016
ICS:
13.080.20 Fizikalne lastnosti tal Physical properties of soils
17.040.30 Merila Measuring instruments
93.020 Zemeljska dela. Izkopavanja. Earthworks. Excavations.
Gradnja temeljev. Dela pod Foundation construction.
zemljo Underground works
SIST EN ISO 18674-2:2017 en
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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SIST EN ISO 18674-2:2017

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SIST EN ISO 18674-2:2017


EN ISO 18674-2
EUROPEAN STANDARD

NORME EUROPÉENNE

November 2016
EUROPÄISCHE NORM
ICS 13.080.20; 93.020
English Version

Geotechnical investigation and testing - Geotechnical
monitoring by field instrumentation - Part 2: Measurement
of displacements along a line: Extensometers (ISO 18674-
2:2016)
Reconnaissance et essais géotechniques - Mesures Geotechnische Erkundung und Untersuchung -
géotechniques - Partie 2: Mesure de déplacement le Geotechnische Messungen - Teil 2:
long d'une ligne par extensomètre (ISO 18674-2:2016) Verschiebungsmessungen entlang einer Messlinie:
Extensometer (ISO 18674-2:2016)
This European Standard was approved by CEN on 11 September 2016.

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
concerning 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 into 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, 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
COMITÉ EUROPÉEN DE NORMALISATION

EUROPÄISCHES KOMITEE FÜR NORMUNG

CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels
© 2016 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN ISO 18674-2:2016 E
worldwide for CEN national Members.

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SIST EN ISO 18674-2:2017
EN ISO 18674-2:2016 (E)
Contents Page
European foreword . 3
2

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SIST EN ISO 18674-2:2017
EN ISO 18674-2:2016 (E)
European foreword
This document (EN ISO 18674-2:2016) has been prepared by Technical Committee 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 the latest by May 2017, and conflicting national standards shall be
withdrawn at the latest by May 2017.
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 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 Republic 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 18674-2:2016 has been approved by CEN as EN ISO 18674-2:2016 without any
modification.


3

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SIST EN ISO 18674-2:2017

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SIST EN ISO 18674-2:2017
INTERNATIONAL ISO
STANDARD 18674-2
First edition
2016-10-15
Geotechnical investigation and
testing — Geotechnical monitoring by
field instrumentation —
Part 2:
Measurement of displacements along
a line: Extensometers
Reconnaissance et essais géotechniques — Mesures géotechniques —
Partie 2: Mesure de déplacement le long d‘une ligne par extensomètre
Reference number
ISO 18674-2:2016(E)
©
ISO 2016

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SIST EN ISO 18674-2:2017
ISO 18674-2:2016(E)

COPYRIGHT PROTECTED DOCUMENT
© ISO 2016, Published in Switzerland
All rights reserved. Unless otherwise specified, no part of this publication may be reproduced or utilized otherwise in any form
or by any means, electronic or mechanical, including photocopying, or posting on the internet or an intranet, without prior
written permission. Permission can be requested from either ISO at the address below or ISO’s member body in the country of
the requester.
ISO copyright office
Ch. de Blandonnet 8 • CP 401
CH-1214 Vernier, Geneva, Switzerland
Tel. [phone]
Fax [phone]
[e-mail]
www.iso.org
ii © ISO 2016 – All rights reserved

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SIST EN ISO 18674-2:2017
ISO 18674-2:2016(E)

Contents Page
Foreword .iv
1 Scope . 1
2 Normative references . 1
3 Terms and definitions . 1
4 Symbols . 3
5 Instruments . 4
5.1 General . 4
5.2 In-place extensometer . 8
5.2.1 Measuring points . 8
5.2.2 Connecting elements . 8
5.2.3 Measuring head and read-out device . 9
5.3 Probe extensometer .10
5.3.1 Measuring points and guide tube .10
5.3.2 Probe .11
5.5 Tape extensometer (convergence tape) .12
5.6 Measuring range and accuracy .12
6 Installation and measuring procedures .13
6.1 Installation .13
6.1.1 Surface components . .13
6.1.2 Installation in boreholes and in fill .13
6.1.3 In-place extensometer .14
6.1.4 Probe extensometer .14
6.1.5 Tape extensometer .15
6.2 Carrying out the measurement .15
6.2.1 Instrumentation check and calibration .15
6.2.2 Measurement .15
7 Data processing and evaluation .15
8 Reporting .16
8.1 Installation report .16
8.2 Monitoring report .16
Annex A (normative) Measuring and evaluation procedure .17
Annex B (informative) Backfill materials .26
Annex C (informative) Geo-engineering applications .27
Annex D (informative) Measuring examples .28
Bibliography .46
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SIST EN ISO 18674-2:2017
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Foreword
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 technical
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 of
electrotechnical standardization.
The procedures used to develop this document and those intended for its further maintenance are
described in the ISO/IEC Directives, Part 1. In particular the different approval criteria needed for the
different types of ISO documents should be noted. This document was drafted in accordance with the
editorial rules of the ISO/IEC Directives, Part 2 (see www.iso.org/directives).
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 for identifying any or all such patent rights. Details of
any patent rights identified during the development of the document will be in the Introduction and/or
on the ISO list of patent declarations received (see www.iso.org/patents).
Any trade name used in this document is information given for the convenience of users and does not
constitute an endorsement.
For an explanation on the meaning of ISO specific terms and expressions related to conformity assessment,
as well as information about ISO’s adherence to the World Trade Organization (WTO) principles in the
Technical Barriers to Trade (TBT) see the following URL: www.iso.org/iso/foreword.html.
The committee responsible for this document is ISO/TC 182, Geotechnics.
A list of all part in the ISO 18674 series, published under the general title Geotechnical investigation and
testing – Geotechnical monitoring by field instrumentation, can be found on the ISO website.
iv © ISO 2016 – All rights reserved

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SIST EN ISO 18674-2:2017
INTERNATIONAL STANDARD ISO 18674-2:2016(E)
Geotechnical investigation and testing — Geotechnical
monitoring by field instrumentation —
Part 2:
Measurement of displacements along a line:
Extensometers
1 Scope
This document specifies the measurement of displacements along a line by means of extensometers
carried out for geotechnical monitoring. General rules of performance monitoring of the ground, of
structures interacting with the ground, of geotechnical fills and of geotechnical works are presented in
ISO 18674-1.
If applied in conjunction with ISO 18674-3, this document allows the determination of displacements
acting in any direction.
This document is applicable to:
— monitoring the behaviour of soils, fills and rocks;
— checking geotechnical designs in connection with the Observational Design procedure;
— deriving geotechnical key parameters (e.g. from results of pile load tests or trial tunnelling);
— evaluating stability ahead of, during or after construction (e.g. stability of natural slopes, slope cuts,
embankments, excavation walls, foundations, dams, refuse dumps, tunnels).
NOTE This document fulfils the requirements for the performance monitoring of the ground, of structures
interacting with the ground and of geotechnical works by the means of extensometers as part of the geotechnical
investigation and testing in accordance with References [5] and [6].
2 Normative references
The following documents, in whole or in part, are normatively 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 18674-1:2015, Geotechnical investigation and testing — Geotechnical monitoring by field
instrumentation — Part 1: General rules
3 Terms and definitions
For the purposes of this document, the terms and definitions given in ISO 18674-1 and the following apply.
3.1
extensometer
field instrument for monitoring changes of distance between two or more measuring points located
along a measuring line
Note 1 to entry: Monitoring of such changes allows the determination of displacements of measuring points
acting in the direction of the measuring line.
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Note 2 to entry: At a measuring point, the movements of the medium (e.g. soil, rock, concrete and steel structures)
being investigated are transferred to the measuring point by devices such as anchors, rings or bolts (see 5.1.6).
Note 3 to entry: In the ground, the measuring points are typically installed in boreholes. The measuring line then
coincides with the axis of the borehole.
3.2
in-place extensometer
permanently installed extensometer, essentially consisting of anchor(s), connecting element(s) and at
least one measuring head
Note 1 to entry: Each connecting element is affixed to an anchor and free to move along the measuring line.
Note 2 to entry: Measuring heads are commonly located at one end of the measuring line. When carrying out the
measurements, they function as reference measuring points.
Note 3 to entry: For in-place extensometers in boreholes, see Reference [7].
Note 4 to entry: See Figure 1.
3.3
rod extensometer
in-place extensometer where the connecting element is a rod
Note 1 to entry: Common rod materials are steel or fibreglass.
Note 2 to entry: See Figure 1 a).
3.4
wire extensometer
in-place extensometer where the connecting element is a wire
Note 1 to entry: See Figure 1 b).
3.5
single extensometer
in-place extensometer with one anchor only
Note 1 to entry: See Figure 1 b).
3.6
multiple-point extensometer
in-place extensometer with more than one anchor
Note 1 to entry: Up to six anchor points are common in geo-engineering practice.
Note 2 to entry: See Figure 1 a).
3.7
chain extensometer
in-place extensometer formed of a series of single extensometer elements
Note 1 to entry: See Figure 1 c).
3.8
probe extensometer
extensometer where the connecting element is a moveable unit
Note 1 to entry: Probe extensometers can be developed as single-point probe extensometer (3.9) or double-point
probe extensometer (3.10).
Note 2 to entry: See Figure 2.
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3.9
single-point probe extensometer
extensometer, essentially consisting of a measuring probe and a guiding tube with measuring marks
and in which, at the measuring position, only one measuring mark interacts with the probe
Note 1 to entry: The connecting element is the unit consisting of a measuring cable and a probe. The measured
value is the distance between the measuring mark and the reference mark at the head of the guiding tube.
Note 2 to entry: Because of its design, function and usual geotechnical application, the single-point probe
extensometer is commonly designated as a “magnetic extensometer,” a “magnet settlement probe” or an
“inductance probe.”
Note 3 to entry: See Figure 2 a).
3.10
double-point probe extensometer
extensometer, essentially consisting of a measuring probe and a guiding tube with measuring marks
and in which, at the measuring position, two measuring marks interact with the probe
Note 1 to entry: The connecting element is the measuring probe. The measured value is the distance between the
two measuring marks which are in interaction with the probe.
Note 2 to entry: Because of its design and function, the double-point probe extensometer is commonly designated
as an “incremental extensometer” or a “sliding micrometer.”
Note 3 to entry: See Figure 2 b).
3.11
gauge length
L
nominal distance between the contact points of the double-point extensometer probe
Note 1 to entry: L is commonly 1,0 m.
Note 2 to entry: L is commonly verified in a calibration of the probe prior to the measurement.
3.12
tape extensometer
extensometer for distance measurements between two accessible measuring points by means of a
measuring tape, essentially consisting of a device for tensioning of the tape with a reproducible pulling
force, two end pieces for connecting the device to bolts (3.13) and of a read-out unit
Note 1 to entry: Traditionally, tape extensometers were used in tunnelling. By means of follow-up measurements,
the change of the distances of two tunnel wall measuring points (in tunnelling, termed “convergence”) is
determined. For this reason, tape extensometers are commonly designated as “convergence tapes.”
Note 2 to entry: See Figure 3.
3.13
convergence bolts
measuring bolts fitting to the type of tape extensometer used
4 Symbols
Symbol Name Unit
d depth of borehole m
d distance between measuring point i and measuring head m
i
F subscript for follow-up measurement —
h height of measuring head above sea level m
i number of a measuring point —
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Symbol Name Unit
K temperature correction term —
T
L gauge length of a double-point probe extensometer m
L length of the connecting element between measuring head and measuring point i m
i
l distance between measuring points m
l length of a measuring ring for probe extensometer m
M
n total number of measuring points along a measuring line —
P pulling force of wire extensometer kN
R subscript for reference measurement —
s displacement reading m
T temperature °C
t elapsed time s
u, v, w displacement component in x-, y-, z-direction, respectively m
w displacement component of measuring point i in z-direction relative to the measuring head m
i rel
w absolute displacement component of the measuring head in z-direction m
0
w absolute displacement component of measuring point i in z-direction m
i
Δw relative displacement between adjacent measuring points i and i-1 in z-direction m
i
x, y, z local coordinates of measuring points on a guide tube or in a borehole m
−1
α coefficient of linear thermal expansion K
T
ε strain in direction of the z coordinate —
z
5 Instruments
5.1 General
5.1.1 The following types of extensometer in-place, probe and tape should be distinguished from each
other (see Table 1 and Figures 1 to 3).
Table 1 — Extensometer types
Extensometer
Automatic data
Feature
acquisition
No. Type Subtype
Single-point/multiple-point in-place
all instrument components are per-
in-place
extensometer
1 manently installed in the ground or possible
(see 5.2)
at accessible surfaces
rod/wire extensometer
probe single-point/double-point probe
2
(see 5.3) extensometer
measuring unit sequentially moved
not common
into measuring positions
tape
3 steel/wire tape extensometer
(see 5.4)
5.1.2 Changes of the distances between measuring points shall be monitored by comparison of the
measured values with those of the reference measurement. Displacements of the measuring points along
the measuring line shall be deduced in accordance with Annex A.
5.1.3 An increase of the distance between two measuring points (=extension) shall be assigned a
positive value.
5.1.4 The point onto which the extensometer measurements are related shall be denoted the
“reference point.”
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ISO 18674-2:2016(E)

5.1.5 For absolute measurements, the coordinates of the reference point shall be independently
determined or assumed and verified as fixed.
NOTE If the reference point is assumed to be at the deepest anchor, surveying of the measuring head can
serve as a check.
5.1.6 Extensometer measuring points shall be marked by devices such as anchors, rings or bolts. The
measuring points of these devices shall be specified as follows:
— for anchors, the centre of an anchor;
— for rings, the centre of a ring;
— for bolts, the centre of a contact butt (for screwed couplings) or the centre of an eye (for eye/hook
couplings).
5.1.7 It shall be secured that the device, marking a measuring point, is set in such a way that it is
solidly connected to the medium so that any movement of the medium at the measuring point is fully
transferred to the device.
5.1.8 Instruments shall not significantly affect the conditions of the medium under investigation
and, in turn, shall not be significantly affected in their functionality by the medium (in accordance with
ISO 18674-1:2015, 5.1 and 5.2).
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a) Rod extensometer b) Wire extensometer c) Chain extensometer
Key
1 anchor
1 anchors 1 to 3
1.3
2 connecting element (wire)
2 connecting elements 1 to 3
1.3
3 measuring head
3 local measuring heads 1 to 3
1.3
4 borehole wall
5 read-out device
6 pulling device
P tension force
EXAMPLE 1 For subfigure a), triple-point rod extensometer with electrical displacement transducers.
EXAMPLE 2 For subfigure b), single-point wire extensometer with dial gauge read-out.
EXAMPLE 3 For subfigure c), triple-point chain extensometer with electrical displacement transducers.
Figure 1 — Examples of in-place extensometer types
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a) Single-point probe extensometer b) Double-point probe extensometer
Key
1 measuring tube 6 probe (in measuring position with rings No. 2 and 3)
2 anchor plates 1 to 3 (with external measuring rings) 7 setting rods (or pulling rope)
1.3
2 measuring rings 1 to 5 8 read-out unit
1.5
3 probe (in measuring position with anchor Plate No.2) 9 backfill
4 measuring tape 10 borehole wall
5 measuring head with reference mark
EXAMPLE 1 For subfigure a), magnetic probe extensometer in telescopic tubing.
EXAMPLE 2 For subfigure b), sliding micrometer.
Figure 2 — Examples of probe extensometer types
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Key
1 convergence bolt
2 measuring tape (or measuring wire)
3 device for tensioning of tape (or wire) and read-out
4 coupling element
Figure 3 — Principal sketch of a tape extensometer
5.2 In-place extensometer
5.2.1 Measuring points
The measuring points should be similar in their function to those common in rock nailing and
anchoring works.
EXAMPLES Wedge, straddle packer, spring-activated clamp, cement- or resin-grouted borehole packer, anchor
grouting with non-shrinking cement.
NOTE The movement of a measuring point is also transferred to the attached connecting element.
5.2.2 Connecting elements
5.2.2.1 For rod extensometers, a string of interconnected steel rods or a continuous glass fibre-
reinforced resin rod should be used, and for wire extensometers, steel wires should be used.
5.2.2.2 The selection of the material and that of the cross sectional area of the connecting elements
should be guided by the measuring task, environmental conditions, measuring accuracy and the length
of the measuring section (see Table 2).
5.2.2.3 If a connecting element can be disconnected temporarily from its fixing device at the measuring
point, it shall be established that the coupling tolerance does not exceed the intended measuring accuracy
of the system.
EXAMPLE Screw couplings or bayonet locks of the connecting element at the anchors.
NOTE Movements across the borehole axis or closure of the borehole can block the connecting element
and can affect the functionality of the extensometer. The functionality of an extensometer can be checked by
intermittently uncoupling a connecting element.
5.2.2.4 The coefficient of thermal expansion of the connecting elements shall be specified. Temperature
variations within the system should be taken into account.
NOTE Temperature-induced changes of the length of the connecting elements can have a substantial
influence on the accuracy of an extensometer system. The measurement of thermal gradients by a series of
temperature sensors along the extensometer can be useful in developing a suitab
...

SLOVENSKI STANDARD
oSIST prEN ISO 18674-2:2015
01-september-2015
*HRWHKQLþQRSUHLVNRYDQMHLQSUHVNXãDQMH*HRWHKQLþQHPHULWYHGHO0HULWYH
L]WLVQLQY]GROåPHULOQHOLQLMHHNVWHQ]RPHWHU,62',6
Geotechnical investigation and testing - Geotechnical monitoring by field instrumentation
- Part 2: Measurement of displacements along a line: Extensometers (ISO/DIS 18674-
2:2015)
Geotechnische Erkundungen und Untersuchungen - Geotechnische Messungen - Teil 2:
Verschiebungsmessungen entlang einer Messlinie: Extensometer (ISO/DIS 18674-
2:2015)
Reconnaissance et essais géotechniques - Mesures géotechniques - Partie 2: Mesure
de déplacement le long d‘une ligne par extensomètre (ISO/DIS 18674-2:2015)
Ta slovenski standard je istoveten z: prEN ISO 18674-2
ICS:
13.080.20 Fizikalne lastnosti tal Physical properties of soils
17.040.30 Merila Measuring instruments
93.020 Zemeljska dela. Izkopavanja. Earthworks. Excavations.
Gradnja temeljev. Dela pod Foundation construction.
zemljo Underground works
oSIST prEN ISO 18674-2:2015 en
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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oSIST prEN ISO 18674-2:2015

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oSIST prEN ISO 18674-2:2015
DRAFT INTERNATIONAL STANDARD
ISO/DIS 18674-2
ISO/TC 182/SC 1 Secretariat: DIN
Voting begins on: Voting terminates on:
2015-07-09 2015-10-09
Geotechnical investigation and testing — Geotechnical
monitoring by field instrumentation —
Part 2:
Measurement of displacements along a line:
Extensometers
Reconnaissance et essais géotechniques – Mesures géotechniques —
Partie 2: Mesure de déplacement le long d‘une ligne par extensomètre
ICS: 13.080.20; 93.020
ISO/CEN PARALLEL PROCESSING
This draft has been developed within the International Organization for
Standardization (ISO), and processed under the ISO lead mode of collaboration
as defined in the Vienna Agreement.
This draft is hereby submitted to the ISO member bodies and to the CEN member
bodies for a parallel five month enquiry.
Should this draft be accepted, a final draft, established on the basis of comments
received, will be submitted to a parallel two-month approval vote in ISO and
THIS DOCUMENT IS A DRAFT CIRCULATED
formal vote in CEN.
FOR COMMENT AND APPROVAL. IT IS
THEREFORE SUBJECT TO CHANGE AND MAY
NOT BE REFERRED TO AS AN INTERNATIONAL
STANDARD UNTIL PUBLISHED AS SUCH.
To expedite distribution, this document is circulated as received from the
IN ADDITION TO THEIR EVALUATION AS
committee secretariat. ISO Central Secretariat work of editing and text
BEING ACCEPTABLE FOR INDUSTRIAL,
composition will be undertaken at publication stage.
TECHNOLOGICAL, COMMERCIAL AND
USER PURPOSES, DRAFT INTERNATIONAL
STANDARDS MAY ON OCCASION HAVE TO
BE CONSIDERED IN THE LIGHT OF THEIR
POTENTIAL TO BECOME STANDARDS TO
WHICH REFERENCE MAY BE MADE IN
Reference number
NATIONAL REGULATIONS.
ISO/DIS 18674-2:2015(E)
RECIPIENTS OF THIS DRAFT ARE INVITED
TO SUBMIT, WITH THEIR COMMENTS,
NOTIFICATION OF ANY RELEVANT PATENT
RIGHTS OF WHICH THEY ARE AWARE AND TO
©
PROVIDE SUPPORTING DOCUMENTATION. ISO 2015

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oSIST prEN ISO 18674-2:2015
ISO/DIS 18674-2:2015(E)

COPYRIGHT PROTECTED DOCUMENT
© ISO 2015, Published in Switzerland
All rights reserved. Unless otherwise specified, no part of this publication may be reproduced or utilized otherwise in any form
or by any means, electronic or mechanical, including photocopying, or posting on the internet or an intranet, without prior
written permission. Permission can be requested from either ISO at the address below or ISO’s member body in the country of
the requester.
ISO copyright office
Ch. de Blandonnet 8 • CP 401
CH-1214 Vernier, Geneva, Switzerland
Tel. [phone]
Fax [phone]
[e-mail]
www.iso.org
ii © ISO 2015 – All rights reserved

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oSIST prEN ISO 18674-2:2015

Contents Page
Foreword .4
1 Scope .4
2 Normative references .5
3 Terms and symbols .5
3.1 Terms .5
3.2 Symbols .7
4 Instruments .8
4.1 General  .8
4.2 In-place extensometer . 11
4.2.1 Measuring points . 11
4.2.2 Connecting elements . 11
4.2.3 Measuring head and read-out device . 12
4.3 Probe extensometer  . 13
4.3.1 Measuring points and guide tube . 13
4.3.2 Probe  . 14
4.4 Tape extensometer (convergence tape)  . 14
4.5 Measuring range and accuracy  . 15
4.6 Geo-engineering applications . 16
5 Installation and measuring procedure  . 17
5.1 Installation . 17
5.1.1 Surface components . 17
5.1.2 Installation in boreholes and in fill . 17
5.1.3 In-place extensometer  . 17
5.1.4 Probe extensometer . 18
5.1.5 Tape extensometer  . 18
5.2 Carrying out the measurement  .18
5.2.1 Instrumentation check and calibration  . 18
5.2.2 Measurement  . 19
6 Data processing and evaluation  . 19
7 Reporting . 20
7.1 Installation report . 20
7.2 Monitoring report . 20
Annex A (normative) . 21
Measuring and evaluation procedures  . 21
A.1 In-place extensometer  . 21
A.2 Probe extensometer  . 25
A.3 Tape extensometer  . 28
Annex B (informative)  . 29
Measuring examples . 29
B.1 In-place multiple-point extensometer  . 29
B.2 Retrievable chain extensometer in pile load test .33
B.3 In-place chain extensometer . 36
B.4 Single-point probe extensometer in embankment construction  . 39
B.5 Double-point probe extensometer in near-surface tunnelling  . 41
Bibliography . 45

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Figures
Figure 1 - Examples of in-place extensometer types  . 9
Figure 2 - Examples of probe extensometer types  . 10
Figure 3 - Principal sketch of a tape extensometer  . 11
Figure 4 - Example of a cement-grouted anchor of a multiple-point borehole rod extensometer
with the connecting element attached to the anchor and a passing connecting element . 12
Figure 5 - Types of in-place extensometer measuring head layouts  . 13
Figure 6 - Possible measuring ring fixations for double-point probe extensometers . 14
Figure A.1 - Measuring and evaluation procedure of a single rod extensometer with w = 0  . 22
0
Figure A.2 - Measuring and evaluation procedure of a triple borehole rod extensometer, as
demonstrated by the example of the ground settlements beneath a strip foundation  . 24
Figure A.3 - Evaluation procedure of a vertical single-point probe extensometer . 25
Figure A.4 - Measuring and evaluation procedure of a double-point probe extensometer, as
demonstrated by the example of ground settlements in the roof of a shallow tunnel  . 27
Figure B.1-1 — Geologic section of the “Sphinx” pinnacle with the new 120 m high vertical
elevator shaft to the viewing platform at the top  . 30
Figure B.1-2 — Plan of the extensometer location . 31
Figure B.1-3 — Rock displacements monitored (examples) . 32
Figure B.2-1 — Ground profile of the test site . 34
Figure B.2-2 — Record of pile load test phases  . 35
Figure B.2-3 — Cumulated displacements at the load phase maximums  . 35
Figure B.3-1 — Cross section of the top heading of the Ceneri Base tunnel: Position of three in-
place chain extensometers E . E prior to excavation  . 37
1 3
Figure B.3-2 — Longitudinal section of the top heading of the Ceneri Base tunnel with the
location of the in-place extensometers E . E and anchor points indicated  . 37
1 3
Figure B.3-3 — Measured relative displacements ∆w of the ground developing in the chain
extensometer sections 1 . 7 in response to the tunnel excavation  . 38
Figure B.4-1 — Single-point probe extensometer measurements beneath an embankment dam on
soft ground  . 40
Figure B.5-1 — Double-point probe extensometer measuring section Figure B.5-1 — Double-point
probe extensometer measuring section  . 42
Figure B.5-2 — Monitoring scheme in context with the tunnel advance  . 43
Figure B.5-3 — Displacements monitored in the roof strata (top) and
in one of the sidewalls (bottom)  . 44
Tables
Table 1 - Symbols . 7
Table 2 - Extensometer types  . 8
Table 3 - Types, common measuring lengths, ranges and accuracies of extensometers . 15
Table 4 - Guide for the selection of extensometer types in geo-engineering applications  . 16

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oSIST prEN ISO 18674-2:2015

Foreword
This document (TC 341 WI 0034xxxxx) has been prepared by Technical Committee CEN/TC 341
“Geotechnical investigation and testing”, the secretariat of which is held by BSI.
This document is a working document.
EN ISO 22474-2 was prepared by the European Committee for Standardization (CEN) Technical Committee
CEN/TC 341, Geotechnical investigation and testing, in collaboration with Technical Committee ISO/TC 182,
Geotechnics, Subcommittee SC 01, Geotechnical testing, in accordance with the Agreement on technical
cooperation between ISO and CEN (Vienna Agreement).
EN ISO 18674 consists of the following parts, under the general title Geotechnical investigation and testing –
Geotechnical monitoring by field instrumentation:
− Part 1: General rules
− Part 2: Displacement measurements along a line: Extensometer
− Part 3: Displacement measurements across a line: inclinometers and deflectormeter
− Part 4: Piezometers
− Part 5: Total pressure cells
− Part 6: Hydraulic settlement gauges
− Part 7: Strain gauges
− Part 8: Load cells
− Part 9: Geodetic monitoring instruments
− Part 10: Vibration monitoring instruments
NOTE Parts 3 – 10 are currently in preparation
1 Scope
This Standard applies to the measurement of displacements along a line by means of extensometers carried
out for geotechnical monitoring. It is to be applied in conjunction with EN ISO 22474-1.
Specifically, this Standard applies to
– investigating soils and rocks;
– checking geotechnical design values in connection with the Observational Design method;
– deriving geotechnical design values (e.g. pile load test; trial tunnelling);
– evaluating stability ahead of, during or after construction (e.g. natural slopes, slope cuts,
embankments, excavation walls, foundations, dams, refuse dumps, tunnels).
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oSIST prEN ISO 18674-2:2015

2 Normative references
The following referenced documents are indispensable for the 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.
EN ISO 22474-1, Geotechnical investigation and testing – Geotechnical monitoring by field instrumentation –
Part 1: General rules
EN ISO 22474-3, Geotechnical investigation and testing – Geotechnical monitoring by field instrumentation –
Part 3: Displacement measurements across a line: Inclinometers and deflectometers
NOTE Further parts on piezometers, total pressure cells, hydro-static settlement gauges, strain gauges, load cells,
geodetic monitoring instruments and vibration monitoring instruments are in preparation.
ISO 22475-1, Geotechnical investigation and testing – Sampling by drilling and excavation methods and
groundwater measurements – Part 1: Technical principles for execution
3 Terms and symbols
3.1 Terms
For the purpose of this document the terms and definitions of EN ISO 22474-1 apply, as well as the following
terms and definitions:
3.1.1
extensometer
field instrument for monitoring changes of distance between two or more measuring points located along a
measuring line.
NOTE 1 Monitoring of such changes allows the determination of displacements of measuring points acting in the
direction of the measuring line.
NOTE 2 At a measuring point, the movements of the medium (e.g. soil, rock, concrete and steel structures) being
investigated are transferred to the measuring point by devices such as anchors, rings or bolts (see 4.1.6).
NOTE 3 In the ground the measuring points are typically installed in boreholes. The measuring line then coincides with
the axis of the borehole.
3.1.2
in-place extensometer (see Figure 1))
permanently installed extensometer, essentially consisting of anchor(s), connecting element(s) and at least
one measuring head.
NOTE 1 Each connecting element is affixed to an anchor and free to move along the measuring line.
NOTE 2 Measuring heads are commonly located at one end of the measuring line. When carrying out the
measurements they function as reference measuring points.
3.1.2.1
rod extensometer (see Figure 1a))
in-place extensometer where the connecting element is a rod
NOTE Common rod materials are steel or fiberglass.
3.1.2.2
wire extensometer (see Figure 1b))
in-place extensometer where the connecting element is a wire
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oSIST prEN ISO 18674-2:2015

3.1.2.3
single extensometer (see Figure 1b))
in-place extensometer with one anchor only
3.1.2.4
multiple-point extensometer (see Figure 1a))
in-place extensometer with more than one anchor
NOTE Up to six anchor points are common in geo-engineering practice.
3.1.2.5
chain extensometer (see Figure 1c))
in-place extensometer formed of a series of single extensometer elements
3.1.3
probe extensometer (see Figure 2))
extensometer where the connecting element is a moveable unit.
NOTE Probe extensometers can be developed as single-point (see 3.1.3.1) or double-point probe extensometers (see
3.1.3.2).
3.1.3.1
single-point probe extensometer (see Figure 2a))
extensometer, essentially consisting of a measuring probe and a guiding tube with measuring marks and in
which, at the measuring position, only one measuring mark interacts with the probe.
NOTE 1 The connecting element is the unit consisting of a measuring cable and a probe. The measured value is the
distance between the measuring mark and the reference mark at the head of the guiding tube.
NOTE 2 Because of its design, function and usual geotechnical application, the single-point probe extensometer is
commonly designated as a “magnetic extensometer” or a “magnet settlement probe”.
3.1.3.2
double-point probe extensometer (see Figure 2b))
extensometer, essentially consisting of a measuring probe and a guiding tube with measuring marks and in
which, at the measuring position, two measuring marks interact with the probe.
NOTE 1 The connecting element is the measuring probe. The measured value is the distance between the two
measuring marks which are in interaction with the probe.
NOTE 2 Because of its design and function, the double-point probe extensometer is commonly designated as an
“incremental extensometer” or a “sliding micrometer”.
3.1.3.3
measuring base
L
spacing of the two measuring units which are part of the double-point extensometer probe and which are
interacting with the corresponding measuring marks.
NOTE L is commonly 1.0 m
3.1.4
tape extensometer (see Figure 3))
extensometer for distance measurements between two accessible measuring points by means of a measuring
tape, essentially consisting of a device for tensioning of the tape with a reproducible pulling force, two end
pieces for connecting the device to bolts (see 3.1.4.1) and of a readout unit.
NOTE Traditionally, tape extensometers were used in tunnelling. By means of follow-up measurements the change of
the distances of two tunnel wall measuring points (in tunnelling termed “convergence”) is determined. For this reason tape
extensometers are commonly designated as “convergence tapes”.
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oSIST prEN ISO 18674-2:2015

3.1.4.1
convergence bolts
measuring bolts fitting to the type of tape extensometer used.
3.2 Symbols
For the purpose of this document, the symbols of Table 1 apply.
Table 1 — Symbols

Symbol Name Unit
d depth of borehole m
distance of measuring point i from measuring head
d m
i
F subscript for follow-up measurement -
H height of measuring head above sea level m
i number of a measuring point -
K temperature correction term -
T
L measuring base of a double-point probe extensometer m
L length of the connecting element between measuring head and measuring point i m
i
l distance between measuring points m
l length of a measuring ring for double-point probe extensometer m
M
n total number of measuring points along a measuring line -
P pulling force of wire extensometer kN
R subscript for reference measurement -
s displacement reading m
T temperature  K
t elapsed time s
u, v, w displacement component in x-, y-, z-direction, respectively m
w absolute displacement component of the measuring head in z-direction m
0
w relative displacement component of a measuring point i in z-direction m
i rel
relative displacement between two measuring points m
∆ w
i, i-1
x, y, z
local co-ordinates of measuring points on a guide tube or in a borehole m
-1
α coefficient of linear thermal expansion K
T
strain in direction of the z co-ordinate  -
ε
z

NOTE Symbols with more than one meaning (e.g. d, L) are distinguishable in the context of their use

7

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oSIST prEN ISO 18674-2:2015

4 Instruments
4.1 General
4.1.1 It should be distinguished between the following types of extensometer: in-place, probe and tape
(see Table 2 and Figures 1 to 3).
Table 2 — Extensometer types
Extensometer
Automatic data
Feature
acquisition
No. Type Sub-type
Single-point / multiple-point in-
all instrument components are
in-place place extensometer
1 permanently installed in the possible
(see 4.2)
ground or at accessible surfaces
rod / wire extensometer
probe single-point / double-point probe
2
(see 4.3) extensometer
measuring unit sequentially
not common
moved into measuring positions
tape
3 steel / wire tape extensometer
(see 4.4)


4.1.2 Changes of the distances between measuring points shall be monitored by comparison of the
measured values with those of the reference measurement. Displacements of the measuring points along the
measuring line shall be deduced in accordance with Annex A.
4.1.3 An increase of the distance between two measuring points (= extension) shall be assigned a positive
value.
4.1.4 The point onto which the extensometer measurements are related shall be denoted “reference
point”.
4.1.5 For absolute measurements the co-ordinates of the reference point shall be independently
determined or assumed and verified as fixed.
NOTE If the reference point is assumed to be at the deepest anchor, surveying of the measuring head can serve as a
check.
4.1.6 Extensometer measuring points shall be marked by devices such as anchors, rings or bolts. The
measuring points of these devices shall be defined as follows:
- for anchors, the centre of an anchor;
- for rings, the centre of a ring;
- for bolts, the centre of a contact butt (for screwed couplings) or the centre of an eye (for eye/hook
couplings).
4.1.7 It shall be secured that the device, marking a measuring point, is set in such a way that it is solidly
connected to the medium so that any movement of the medium at the measuring point is fully transferred to
the device.
4.1.8 Instruments shall not significantly affect the conditions of the medium under investigation and, in
turn, shall not be significantly affected in their functionality by the medium (see EN ISO 22474-1, Sections 5.1
and 5.2).
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a) Rod extensometer c) Chain extensometer
b) Wire extensometer

Key Key
Key
1 anchors 1 to 3 anchors 1 to 3
1.3 1 anchor 11.3

2 connecting elements 1 to 3 2 connecting elements 1 to 3
1.3 1.3
2 connecting element (wire)
3 measuring head 3 local measuring heads 1 to 3
1.3
3 measuring head

4 borehole wall
4 borehole wall
4 borehole wall
5 read-out device 5 read-out device (signal
5 read-out device
receiver)

6 pulling device

P tension force



EXAMPLE Triple-point rod
EXAMPLE Single-point wire EXAMPLE Triple-point chain
extensometer with electrical
extensometer with dial gauge
extensometer with electrical
displacement transducers
read-out displacement transducers

Figure 1 – Examples of in-place extensometer types

9

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oSIST prEN ISO 18674-2:2015



















a) Single-point probe extensometer
b)  Double-point probe extensometer

Key Key

1 measuring tube
1 measuring tube
2 anchor plates 1 to 3 (with external  2 measuring rings 0 to 4
1.3 0.4
 measuring rings) 3 probe (in measuring position with rings No. 2 and 3)

3 probe (in measuring position with anchor 4 setting rods (or pulling rope)
 Plate No. 2) 5 readout unit

4 measuring tape
6 backfill
5 measuring head with reference mark 7 borehole wall


EXAMPLE  Magnetic probe extensometer in


telescopic tubing
Figure 2 – Examples of probe extensometer types




10

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oSIST prEN ISO 18674-2:2015




1 4 3 2 4 1




Key
1 convergence bolt
2 measuring tape (or measuring wire)

3 device for tensioning of tape (or wire) and read-out

4 coupling
Figure 3 – Principal sketch of a tape extensometer

4.2 In-place extensometer
4.2.1 Measuring points
The devices marking the measuring points should be similar in their function to those common in rock nailing
and anchoring works.
EXAMPLES Wedge, straddle packer, spring-activated clamp, cement- or resin-grouted borehole packer, anchor
grouting with non-shrinking cement.
NOTE The movement of a measuring point is also transferred to the attached connecting element.
4.2.2 Connecting elements
4.2.2.1 For rod extensometers a string of interconnected steel rods or a continuous glass fibre-reinforced
resin rod should be used and for wire extensometers, steel wires should be used.
4.2.2.2 The selection of the material and that of the cross sectional area of the connecting elements should
be guided by the measuring task, environmental conditions, measuring accuracy and the length of the
measuring section (see Table 3).
4.2.2.3 If a connecting element can be disconnected temporarily from its fixing device at the measuring
point it shall be established that the coupling tolerance does not exceed the intended measuring accuracy of
the system.
EXAMPLES  Screw couplings or bayonet locks of the connecting element at the anchors
NOTE Movements across the borehole axis or closure of the borehole may block the connecting element and may
...