93 - CIVIL ENGINEERING
ICS 93 Details
CIVIL ENGINEERING
INGENIEURBAU
GENIE CIVIL
NIZKE GRADNJE
General Information
Frequently Asked Questions
ICS 93 is a classification code in the International Classification for Standards (ICS) system. It covers "CIVIL ENGINEERING". The ICS is a hierarchical classification system used to organize international, regional, and national standards, facilitating the search and identification of standards across different fields.
There are 5682 standards classified under ICS 93 (CIVIL ENGINEERING). These standards are published by international and regional standardization bodies including ISO, IEC, CEN, CENELEC, and ETSI.
The International Classification for Standards (ICS) is a hierarchical classification system maintained by ISO to organize standards and related documents. It uses a three-level structure with field (2 digits), group (3 digits), and sub-group (2 digits) codes. The ICS helps users find standards by subject area and enables statistical analysis of standards development activities.
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This document specifies requirements for pipe and integral joints of higher level of impact resistant PVC-M for the conveyance of water and waste water under pressure. The pipes are intended for installation below and above ground where they are not exposed to direct sunlight. This document also specifies the test parameters for the test methods in this document. This document is applicable to extruded PVC-M pipes without a socket and pipes with a socket (integral or not), intended to be used for the following purposes: water mains and services buried in the ground; conveyance of water above ground for both outside and inside buildings; buried and above-ground drainage and sewerage under pressure. This document is applicable to piping systems intended for the supply of water under pressure up to and including 25 °C (cold water) intended for human consumption and for general purposes as well as for waste water under pressure. This document specifies pipes for the conveyance of water and waste water up to and including 45 °C. For temperatures between 25 °C and 45 °C, Figure A.1 applies. NOTE 1 The producer and the end-user can come to agreement on the possibilities of use for temperatures above 45 °C on a case-by-case basis This document specifies a range of pipe sizes and pressure classes, and gives requirements concerning colours. NOTE 2 It is the responsibility of the purchaser or specifier to make the appropriate selections concerning pipe sizes, pressure classes and colours, taking into account their particular requirements and any relevant national regulations and installation practices or codes.
- Standard39 pagesEnglish languagesale 15% off
This document specifies the test method for the determination of the magnitude of one-dimensional collapse that occurs when unsaturated soils are inundated with water. This method is used to determine two parameters related to the collapsibility of a soil: the collapse index and the collapse potential.
This test method specifies the technique for specimen preparation, the apparatus and the procedure for quantifying the amount of height change associated with collapse and procedures for reporting test results.
The procedure given in this test method is applicable to both undisturbed samples or remolded specimens. It is a one single sample test procedure.
- Draft14 pagesEnglish languagee-Library read for1 day
This document specifies a test method for determining the (splitting) indirect tensile strength of cylindrical specimens of bituminous mixtures.
- Draft9 pagesEnglish languagee-Library read for1 day
This document describes the reference methods for the determination of swelling, swelling pressure, magnitude or potential of one-dimensional swelling of a soil when subjected, in the presence of water, to vertical stresses under oedometric conditions.
It is used to assess the behaviour of earthwork platform and earthworks materials that can be affected by the presence of swelling soils.
These methods are used to determine three parameters related with the swelling of a soil: the swelling pressure, the swelling index and the constrained swelling pressure.
These test methods specify the technique for specimen preparation, apparatus and procedure for quantifying the amount of height change associated with swelling and procedures for reporting test results.
The procedures given in these test methods are applicable to undisturbed, remoulded, recompacted or reconstituted specimens.
- Draft23 pagesEnglish languagee-Library read for1 day
This document is applicable to safety-related electronic systems (including subsystems and equipment) for railway signalling applications.
This document applies to generic systems (i.e. generic products or systems defining a class of applications), as well as to systems for specific applications.
The scope of this document and its relationship with other CENELEC standards are shown in Figure 1.
This document is applicable only to the functional safety of systems. It does not deal with other aspects of safety such as occupational health and safety of personnel or potential threats created by the technology regardless of their intended functions (e.g. presence of sharp edges, presence of electric voltage, presence of combustible material). Cybersecurity aspects of functional safety are addressed only to the extent consistent with the application of the relevant standards, where needed.
This document applies to all the phases of the life cycle of a safety-related electronic system, focusing in particular on phases from 4 (specification of system requirements) to 10 (system acceptance) as defined in EN 50126 1:2017.
Requirements for systems which are not related to safety are outside the scope of this document.
This document is not necessarily applicable to systems, subsystems or equipment which had already been accepted prior to the date of withdrawal (dow) of the standards conflicting with this document. However, so far as reasonably practicable, it is applicable to modifications and extensions to such systems, subsystems and equipment.
NOTE In the case of partial modifications, it can happen that the system can no longer be declared compliant with a single version of the standard, meaning that the modified part will be compliant with the current version and the unmodified parts will be compliant with the previous version.
This document is primarily applicable to systems, subsystems or equipment which have been specifically designed and manufactured for railway signalling applications. It is also applicable, to the extent of 6.2, to general-purpose or industrial equipment (e.g. power supplies, display screens, or other commercial off the shelf items) which is procured for use as part of a safety-related electronic system.
This document is aimed at railway duty holders, railway suppliers, and assessors as well as at safety authorities, although it does not define an approval process to be applied by the safety authorities.
- Standard140 pagesEnglish languagee-Library read for1 day
This document specifies the method to characterize and classify the quality of track geometry based on parameters specified in EN 13848 1.
This document also specifies different track geometry classes.
This document does not:
— apply to lines with a nominal gauge less than 1 435 mm;
— specify requirements for urban rail systems.
- Standard30 pagesEnglish languagee-Library read for1 day
This document specifies general principles for the execution, supervision, inspection, testing, monitoring and maintenance of in situ soil mixing works (Deep Mixing) carried out by two different methods: dry mixing and wet mixing.
Soil mixing considered in this document is limited to methods which involve:
- mixing by rotating mechanical mixing tools, including jetting and/or compressed air assistance, where the lateral support provided by the surrounding ground is not removed;
- different shapes and configurations of soilmix elements, either columns, panels, walls or any combination of more than one single element, with or without overlapping;
- treatment of soils and fills, including brownfields, sludges, etc., with possible limited penetration into the rock;
- mass mixing;
- environmental mixing, involving installation of containment and permeable reactive barriers and solidification/stabilization of contaminated soils and sludges.
This document does not apply to shallow soil stabilization, which consists of granulating the surface soil and mixing it with binder using stabilizing machines to improve performance. Shallow soil stabilization is in the scope of EN 16907-4.
- Draft28 pagesEnglish languagee-Library read for1 day
This document provides a common European basis with Complementary Product Category Rules (c-PCR) to EN 15804 for the preparation of Environmental Product Declarations for bituminous mixtures used on roads, airfields and other trafficked areas covered by relevant product standards in the EN 13108-series.
Complementary to EN 15804, this document:
— specifies the declared unit;
— defines the system boundaries for bituminous mixtures;
— specifies and describes the default scenarios and rules for defining scenarios for certain life cycle information modules.
This document applies to the preparation of EPD for the following module configurations:
— cradle to gate with modules C1-C4 and module D. This includes the declaration of the minimum modules: A1-A3 (product stage), C1-C4 (end-of-life stage) and D (supplementary information beyond the pavement life cycle);
— cradle to gate with options, modules C1-C4 and module D, only when the added optional modules are A4 and/or A5. This includes the declaration of the minimum modules (as above), plus A4 (transport) and/or A5 (construction – installation process).
This document does not cover modules B1-B7.
- Technical specification31 pagesEnglish languagee-Library read for1 day
This document specifies the method to characterize and classify the quality of track geometry based on parameters specified in EN 13848 1.
This document also specifies different track geometry classes.
This document does not:
— apply to lines with a nominal gauge less than 1 435 mm;
— specify requirements for urban rail systems.
- Standard30 pagesEnglish languagee-Library read for1 day
This document specifies the definitions and requirements for buried circular manholes and inspection chambers installed to a maximum depth of 6 m from ground level to the invert of the main channel and manufactured from unplasticized poly(vinyl chloride) (PVC-U), polypropylene (PP), polypropylene with mineral modifiers (PP-MD) or polyethylene (PE). These products are intended for use in traffic areas and outside the building structure (application area code “U”) for wastewater (foul wastewater, domestic wastewater, surface water). NOTE 1 Products conforming with this document are also suitable in non-traffic areas. This document is only applicable to those chamber/manhole items where the manufacturer has clearly stated in the documentation how the components must be assembled to create a complete manhole or inspection chamber. The products covered by this document comprise the following: products providing access to the drain or sewer systems by means of inspection and cleaning equipment. products designated as manholes providing additionally human access to the drain or sewer systems. NOTE 2 Manholes and inspection chambers can be subject to national regulations and/or local provisions. NOTE 3 Products conforming with this document can be installed in underground applications without additional static calculations.
- Standard23 pagesEnglish languagesale 15% off
This document defines technical criteria and control procedures which are satisfied by hollow sleepers and bearers used in ballasted track with Vignole rails. The hollow sleepers and bearers designed for ballasted track can also be used in ballastless track. In this case, the requirements are defined by the customer.
- Standard23 pagesEnglish languagee-Library read for1 day
This document provides a common European basis with Complementary Product Category Rules (c-PCR) to EN 15804 for the preparation of Environmental Product Declarations for bituminous mixtures used on roads, airfields and other trafficked areas covered by relevant product standards in the EN 13108-series.
Complementary to EN 15804, this document:
— specifies the declared unit;
— defines the system boundaries for bituminous mixtures;
— specifies and describes the default scenarios and rules for defining scenarios for certain life cycle information modules.
This document applies to the preparation of EPD for the following module configurations:
— cradle to gate with modules C1-C4 and module D. This includes the declaration of the minimum modules: A1-A3 (product stage), C1-C4 (end-of-life stage) and D (supplementary information beyond the pavement life cycle);
— cradle to gate with options, modules C1-C4 and module D, only when the added optional modules are A4 and/or A5. This includes the declaration of the minimum modules (as above), plus A4 (transport) and/or A5 (construction – installation process).
This document does not cover modules B1-B7.
- Technical specification31 pagesEnglish languagee-Library read for1 day
This document specifies a method for preparing asphalt test blocks intended for testing of hot applied joint sealants according to EN 13880-7 and EN 13880-9.
- Standard7 pagesEnglish languagee-Library read for1 day
This document specifies definitions and requirements for solid-wall pipes with or without internal skin and smooth internal and external surfaces extruded from the same compound throughout the wall, fittings and the system of polyethylene (PE) piping systems to be intended for use in non-pressure underground drains and sewers for wastewater.
NOTE 1 Products complying with this document can also be used in non-pressure underground drains and sewers for surface water.
This document is applicable to:
a) non-pressure drains and sewers, which are intended to be used buried underground outside the building structure, reflected in the marking of products by “U”;
b) non-pressure drains and sewers, which are intended to be used buried underground both outside (application area code “U”) and within the building structure, reflected in the marking of products by “UD”.
This document specifies test methods referred to in this document and test parameters.
This document is applicable to pipes and fittings with or without an integral socket.
This document covers a range of pipe and fitting sizes, stiffness classes, tolerance classes and gives recommendations concerning colours.
NOTE 2 It is the responsibility of the purchaser or specifier to make the appropriate selections from these aspects, taking into account their particular requirements and any relevant national regulations and installation practices or codes.
In conjunction with CEN/TS 12666-2 [1] it is applicable to PE pipes and fittings, their joints and to joints with components of other plastics and non-plastics materials intended to be used for buried piping systems for non-pressure drains and sewers.
The fittings can be manufactured by injection moulding or can be fabricated from pipes and/or mouldings.
This document is applicable to PE pipes and fittings for the following types of joints:
— elastomeric ring seal joints;
— butt fused joints;
— electrofusion joints;
— mechanical joints.
NOTE 3 Pipes, fittings and other components conforming to any of the plastics product standards listed in the Annex C (informative) can be used with pipes and fittings conforming to this document, provided they conform to the requirements for joint dimensions given in Clause 7 and to the requirements of Clause 7 and Table 13.
- Standard40 pagesEnglish languagee-Library read for1 day
This part of EN 16432 series specifies how to integrate the particular aspects of ballastless track systems for attenuation of vibration into the system and subsystem design and component configuration according to EN 16432-2:2017.
The general system and subsystem design requirements are assigned from EN 16432-1:2017.
Additional noise and vibration requirements can be project specific and are not provided by this document. Acoustic requirements are considered as input for the track design from the acoustic design. The acoustic design and the track design affect each other and may require an iterative overall design process.
The range of applicability covers all kind of rail systems including Urban Rail systems.
- Standard32 pagesEnglish languagee-Library read for1 day
This document defines technical criteria and control procedures which are satisfied by hollow sleepers and bearers used in ballasted track with Vignole rails. The hollow sleepers and bearers designed for ballasted track can also be used in ballastless track. In this case, the requirements are defined by the customer.
- Standard23 pagesEnglish languagee-Library read for1 day
This document specifies a normalized railway noise spectrum for the evaluation and assessment of the acoustic performance of devices designed to reduce airborne railway noise near railways.
All noise reducing devices different from noise barriers and related devices acting on airborne sound propagation, e.g. devices for attenuation of ground borne vibration and on board devices are outside of the scope of this document.
- Standard20 pagesEnglish languagee-Library read for1 day
This document specifies the general requirements relating to the design of ballastless track systems, including configuration of ballastless track system, subsystems and components requirements, and other related interfaces.
- Standard33 pagesEnglish languagesale 15% off
- Standard34 pagesFrench languagesale 15% off
This document specifies definitions and requirements for solid-wall pipes with or without internal skin and smooth internal and external surfaces extruded from the same compound throughout the wall, fittings and the system of polyethylene (PE) piping systems to be intended for use in non-pressure underground drains and sewers for wastewater.
NOTE 1 Products complying with this document can also be used in non-pressure underground drains and sewers for surface water.
This document is applicable to:
a) non-pressure drains and sewers, which are intended to be used buried underground outside the building structure, reflected in the marking of products by “U”;
b) non-pressure drains and sewers, which are intended to be used buried underground both outside (application area code “U”) and within the building structure, reflected in the marking of products by “UD”.
This document specifies test methods referred to in this document and test parameters.
This document is applicable to pipes and fittings with or without an integral socket.
This document covers a range of pipe and fitting sizes, stiffness classes, tolerance classes and gives recommendations concerning colours.
NOTE 2 It is the responsibility of the purchaser or specifier to make the appropriate selections from these aspects, taking into account their particular requirements and any relevant national regulations and installation practices or codes.
In conjunction with CEN/TS 12666-2 [1] it is applicable to PE pipes and fittings, their joints and to joints with components of other plastics and non-plastics materials intended to be used for buried piping systems for non-pressure drains and sewers.
The fittings can be manufactured by injection moulding or can be fabricated from pipes and/or mouldings.
This document is applicable to PE pipes and fittings for the following types of joints:
— elastomeric ring seal joints;
— butt fused joints;
— electrofusion joints;
— mechanical joints.
NOTE 3 Pipes, fittings and other components conforming to any of the plastics product standards listed in the Annex C (informative) can be used with pipes and fittings conforming to this document, provided they conform to the requirements for joint dimensions given in Clause 7 and to the requirements of Clause 7 and Table 13.
- Standard40 pagesEnglish languagee-Library read for1 day
This part of EN 16432 series specifies how to integrate the particular aspects of ballastless track systems for attenuation of vibration into the system and subsystem design and component configuration according to EN 16432-2:2017.
The general system and subsystem design requirements are assigned from EN 16432-1:2017.
Additional noise and vibration requirements can be project specific and are not provided by this document. Acoustic requirements are considered as input for the track design from the acoustic design. The acoustic design and the track design affect each other and may require an iterative overall design process.
The range of applicability covers all kind of rail systems including Urban Rail systems.
- Standard32 pagesEnglish languagee-Library read for1 day
This document specifies a normalized railway noise spectrum for the evaluation and assessment of the acoustic performance of devices designed to reduce airborne railway noise near railways.
All noise reducing devices different from noise barriers and related devices acting on airborne sound propagation, e.g. devices for attenuation of ground borne vibration and on board devices are outside of the scope of this document.
- Standard20 pagesEnglish languagee-Library read for1 day
This document is applicable to safety-related electronic systems (including subsystems and equipment) for railway signalling applications. This document applies to generic systems (i.e. generic products or systems defining a class of applications), as well as to systems for specific applications. The scope of this document and its relationship with other CENELEC standards are shown in Figure 1. This document is applicable only to the functional safety of systems. It does not deal with other aspects of safety such as occupational health and safety of personnel or potential threats created by the technology regardless of their intended functions (e.g. presence of sharp edges, presence of electric voltage, presence of combustible material). Cybersecurity aspects of functional safety are addressed only to the extent consistent with the application of the relevant standards, where needed. This document applies to all the phases of the life cycle of a safety-related electronic system, focusing in particular on phases from 4 (specification of system requirements) to 10 (system acceptance) as defined in EN 50126 1:2017. Requirements for systems which are not related to safety are outside the scope of this document. This document is not necessarily applicable to systems, subsystems or equipment which had already been accepted prior to the date of withdrawal (dow) of the standards conflicting with this document. However, so far as reasonably practicable, it is applicable to modifications and extensions to such systems, subsystems and equipment. NOTE In the case of partial modifications, it can happen that the system can no longer be declared compliant with a single version of the standard, meaning that the modified part will be compliant with the current version and the unmodified parts will be compliant with the previous version. This document is primarily applicable to systems, subsystems or equipment which have been specifically designed and manufactured for railway signalling applications. It is also applicable, to the extent of 6.2, to general-purpose or industrial equipment (e.g. power supplies, display screens, or other commercial off the shelf items) which is procured for use as part of a safety-related electronic system. This document is aimed at railway duty holders, railway suppliers, and assessors as well as at safety authorities, although it does not define an approval process to be applied by the safety authorities. Figure 1 - Scope of the main CENELEC railway application standards
- Standard140 pagesEnglish languagee-Library read for1 day
This document establishes the specifications for the execution of tension tests to be carried out on soil nails and rock bolts.
NOTE 1 Soil nails and rock bolts are referred to as elements in the scope of this document.
NOTE 2 This document covers but is not limited to grouted soil nails and rock bolts.
NOTE 3 This document does not provide specification for the number of tests, the type of test, the Test Method, the value of the proof load and the limiting criteria. These aspects reside in EN 1997-3 and its national annex or in similar standards.
This document provides specifications for three types of tension tests: investigation tests, suitability tests and acceptance tests.
Two methods of testing are recognised by this document. Test Method A involves step-loaded maintained load tension tests. Test Method B involves constant displacement rate tension tests.
This document provides specifications for the experimental devices, the measurement apparatus, the test procedures, the definition and the presentation of the test results and the content of records, aiming at:
a) measuring the pull-out resistance of a soil nail or a rock bolt;
NOTE 4 A loading test performed using this document provides the pulled-out resistance along the bonded length, that will possibly differ from the pull-out resistance considered in design.
b) checking that a soil nail or rock bolt behaves as designed.
- Standard26 pagesEnglish languagee-Library read for1 day
This document gives guidance for the assessment of conformity of materials, products, joints and assemblies in accordance with the applicable part(s) of the EN 1852 series intended to be included in the manufacturer’s quality plan as part of the quality management system and for the establishment of certification procedures.
NOTE 1 The quality management system is expected to conform to or be no less stringent than the relevant requirements in EN ISO 9001 [1].
NOTE 2 If third-party certification is involved, the certification body is expected be accredited to EN ISO/IEC 17065 [2] or the EN ISO/IEC 17021 series [3], as applicable.
NOTE 3 In order to help the reader, a basic test matrix is given in Annex A.
In conjunction with EN 1852 1 this document is applicable to solid wall piping systems made of polypropylene (PP) intended to be used for:
— non-pressure underground drainage and sewerage outside the building structure (application area code “U”), and
— non-pressure underground drainage and sewerage for both buried in ground within the building structure (application area code “D”) and outside the building structure.
This is reflected in the marking of products by “U” and “UD”.
- Technical specification22 pagesEnglish languagee-Library read for1 day
This document establishes the specifications for the execution of tension tests to be carried out on soil nails and rock bolts.
NOTE 1 Soil nails and rock bolts are referred to as elements in the scope of this document.
NOTE 2 This document covers but is not limited to grouted soil nails and rock bolts.
NOTE 3 This document does not provide specification for the number of tests, the type of test, the Test Method, the value of the proof load and the limiting criteria. These aspects reside in EN 1997-3 and its national annex or in similar standards.
This document provides specifications for three types of tension tests: investigation tests, suitability tests and acceptance tests.
Two methods of testing are recognised by this document. Test Method A involves step-loaded maintained load tension tests. Test Method B involves constant displacement rate tension tests.
This document provides specifications for the experimental devices, the measurement apparatus, the test procedures, the definition and the presentation of the test results and the content of records, aiming at:
a) measuring the pull-out resistance of a soil nail or a rock bolt;
NOTE 4 A loading test performed using this document provides the pulled-out resistance along the bonded length, that will possibly differ from the pull-out resistance considered in design.
b) checking that a soil nail or rock bolt behaves as designed.
- Standard26 pagesEnglish languagee-Library read for1 day
This document specifies a method for preparing asphalt test blocks intended for testing of hot applied joint sealants according to EN 13880 7 and EN 13880 9.
- Standard7 pagesEnglish languagee-Library read for1 day
EN 1994-2 gives design rules for steel-concrete composite bridges or members of bridges, supplementary to the general rules given in EN 1994-1-1.
- Draft39 pagesEnglish languagee-Library read for1 day
1.1 Scope of EN 1993-1-11
(1) EN 1993-1-11 provides rules for structural design of tension components made of steel, in addition to other parts of EN 1993, for use in structures made of steel or other materials such as concrete, steel-concrete composite and timber.
(2) EN 1993-1-11 covers the resistance, serviceability and durability of steel tension elements.
(3) The following items/aspects are outside the scope of EN 1993-1-11:
— pre- or post-tensioned systems in accordance with EN 1992-1-1;
— reinforcing steel as part of a concrete structure in accordance with EN 1992-1-1;
— tension components in piling;
— detailed design of terminations.
1.2 Assumptions
(1) Unless specifically stated, EN 1990-1, EN 1991 (all parts) and EN 1993-1 (all parts) apply.
(2) The design methods given in EN 1993-1-11 are applicable if:
— execution quality is according to EN 1090-2; and
— the construction materials and products used are as specified in the relevant parts of the EN 1993 series, or in the relevant material and product specifications.
- Draft84 pagesEnglish languagee-Library read for1 day
1.1 Scope of FprEN 1993 2
(1) This document provides rules for the structural design of steel bridges and steel parts of steel-concrete composite bridges.
(2) This document is applicable to the resistance, serviceability and durability of steel bridge structures.
(3) The design of tension components and related parts is covered by EN 1993 1 11.
NOTE For the design of hangers for tied-arch bridges, additional provisions are given in Annex A.
(4) Supplementary requirements for seismic design are given in EN 1998 2.
1.2 Assumptions
(1) Unless specifically stated, EN 1990, EN 1991 (all parts), EN 1998 (all parts) and EN 1993 1 (all parts) apply.
(2) The design methods given in FprEN 1993 2 are applicable if:
- the execution quality is as specified in EN 1090 2 and EN 1090 4, and
- the construction materials and products used are as specified in the relevant parts of EN 1993, or in the relevant material and product specifications.
- Draft126 pagesEnglish languagee-Library read for1 day
This document gives guidance for the assessment of conformity of materials, products, joints and assemblies in accordance with the applicable part(s) of the EN 1852 series intended to be included in the manufacturer’s quality plan as part of the quality management system and for the establishment of certification procedures.
NOTE 1 The quality management system is expected to conform to or be no less stringent than the relevant requirements in EN ISO 9001 [1].
NOTE 2 If third-party certification is involved, the certification body is expected be accredited to EN ISO/IEC 17065 [2] or the EN ISO/IEC 17021 series [3], as applicable.
NOTE 3 In order to help the reader, a basic test matrix is given in Annex A.
In conjunction with EN 1852 1 this document is applicable to solid wall piping systems made of polypropylene (PP) intended to be used for:
— non-pressure underground drainage and sewerage outside the building structure (application area code “U”), and
— non-pressure underground drainage and sewerage for both buried in ground within the building structure (application area code “D”) and outside the building structure.
This is reflected in the marking of products by “U” and “UD”.
- Technical specification22 pagesEnglish languagee-Library read for1 day
1.1 Scope of EN 1995-2
(1) This document gives general design rules for the structural parts of bridges, i.e. structural members of importance for the reliability of the whole bridge or major parts of it, made of timber or other wood-based materials, either singly or compositely with concrete, steel or other materials.
(2) Prestressed timber-concrete composite (TCC) members are not covered by this document. The design of stress-laminated timber decks used as part of a TCC system is covered.
(3) Systems which rely on friction between wood and concrete are not covered by this document.
1.2 Assumptions
(1) The assumptions of EN 1990 apply to this document.
(2) It is assumed that the requirements for execution given in EN 1995 3 are complied with.
- Draft84 pagesEnglish languagee-Library read for1 day
This document establishes the specifications for the execution of tension tests to be carried out on soil nails and rock bolts. NOTE 1 Soil nails and rock bolts are referred to as elements in the scope of this document. NOTE 2 This document covers but is not limited to grouted soil nails and rock bolts. NOTE 3 This document does not provide specification for the number of tests, the type of test, the Test Method, the value of the proof load and the limiting criteria. These aspects reside in EN 1997-3 and its national annex or in similar standards. This document provides specifications for three types of tension tests: investigation tests, suitability tests and acceptance tests. Two methods of testing are recognised by this document. Test Method A involves step-loaded maintained load tension tests. Test Method B involves constant displacement rate tension tests. This document provides specifications for the experimental devices, the measurement apparatus, the test procedures, the definition and the presentation of the test results and the content of records, aiming at: a) measuring the pull-out resistance of a soil nail or a rock bolt; NOTE 4 A loading test performed using this document provides the pulled-out resistance along the bonded length, that will possibly differ from the pull-out resistance considered in design. b) checking that a soil nail or rock bolt behaves as designed.
- Standard19 pagesEnglish languagesale 15% off
- Standard22 pagesFrench languagesale 15% off
- Standard22 pagesFrench languagesale 15% off
This document gives guidance and requirements for the assessment of conformity of compounds, products, joints and assemblies in accordance with the applicable part(s) of EN 12201 intended to be included in the manufacturer’s quality plan as part of the quality management system and for the establishment of certification procedures.
NOTE 1 A test matrix provides an overview of the testing scheme in Annex C, Table C.1.
NOTE 2 If certification is involved, the certification bodies and inspection bodies operating in accordance with EN ISO/IEC 17065 [6] and EN ISO/IEC 17020 [4] are considered to be competent.
Socket fusion fittings according to EN 12201 3:2024, Annex A, and mechanical fittings according to ISO 17885 are not covered in this document.
In conjunction with EN 12201 1, EN 12201 2, EN 12201 3, EN 12201 4 and EN 12201 5, this document is applicable to polyethylene (PE) pressure piping systems (mains and service pipes) for buried or above ground applications, intended for the conveyance of water for human consumption, raw water prior to treatment, drains and sewers under pressure, vacuum sewer systems, and water for other purposes, with the exception of industrial application. The intended use includes sea outfalls, laid in water and pipes suspended below bridges. It is applicable to PE pipes, fittings, and valves, their joints and joints with components of PE and other materials intended to be used under the following conditions:
a) allowable operating pressure, PFA, up to 25 bar ;
b) an operating temperature of 20 °C as a reference temperature.
NOTE 3 Industrial application is covered by EN ISO 15494 [3].
NOTE 4 For applications operating at constant temperature greater than 20 °C and up to and including 50 °C, see EN 12201 1:2024, Annex A.
NOTE 5 It is the responsibility of the purchaser or specifier to make the appropriate selections from these aspects, taking into account their particular requirements and any relevant national guidance or regulations and installation practices or codes.
- Technical specification49 pagesEnglish languagee-Library read for1 day
This document specifies requirements and test methods for pipes and fittings which are part of piping systems for the rehabilitation of non-pressure underground drains and sewers.
NOTE It is not applicable to use of PVC-U material for rehabilitation of pipes under pressure.
It is applicable to unplasticized poly (vinyl chloride) (PVC-U) pipes, fittings and assemblies, as manufactured and as installed with service temperature not exceeding 35 °C. It is not applicable to the existing pipeline.
This document is applicable to the renovation technique family “lining with close-fit pipes”.
- Standard30 pagesEnglish languagee-Library read for1 day
This document specifies requirements and test methods for pipes and fittings which are part of piping systems for the rehabilitation, by means of renovation and trenchless replacement, of underground non-pressure and pressure drains and sewers and water supply networks, which transport water intended for human consumption, including raw water pipelines.
It is applicable to polyethylene (PE) pipes, fittings and assemblies, as manufactured and as installed. It is not applicable to the existing pipeline.
It is applicable to the following technique families for renovation, intended to be used at an operating temperature of 20 °C as the reference temperature:
lining with continuous pipes;
lining with close-fit pipes.
This document is applicable to the following technique families for trenchless replacement, intended to be used at an operating temperature of 20 °C as the reference temperature:
pipe bursting and pipe extraction;
horizontal directional drilling and impact moling.
NOTE For applications operating at constant temperatures greater than 20 °C and up to 40 °C, see ISO 4427-1:2019, Annex A.
When used with lining with continuous pipes, lining with close-fit pipes and trenchless replacement technique families, this document is applicable to:
PE solid wall single layered pipes (nominal outside diameter, dn), including any identification stripes;
PE pipes with co-extruded layers on either or both the outside and inside of the pipe (total outside diameter, dn), as specified in Annex D, where all layers have the same MRS rating.
Furthermore, when used with lining with continuous pipes and trenchless replacement this document is applicable to:
PE coated pipes (outside diameter, dn) having a peelable, contiguous, thermoplastics additional layer on the outside of the pipe (“coated pipe”), as specified in Annex D.
This document is applicable to jointing by means of butt fusion and electrofusion and to fabricated and injection-moulded fittings and mechanical connections of PE.
- Standard54 pagesEnglish languagee-Library read for1 day
This document specifies the general requirements for the observation and evaluation method of railway earthworks (substructure and foundation ground) settlement and deformation for new-built and existing railway.
- Technical specification12 pagesEnglish languagesale 15% off
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This document specifies requirements and test methods for pipes and fittings which are part of piping systems for the rehabilitation of non-pressure underground drains and sewers.
NOTE It is not applicable to use of PVC-U material for rehabilitation of pipes under pressure.
It is applicable to unplasticized poly (vinyl chloride) (PVC-U) pipes, fittings and assemblies, as manufactured and as installed with service temperature not exceeding 35 °C. It is not applicable to the existing pipeline.
This document is applicable to the renovation technique family “lining with close-fit pipes”.
- Standard30 pagesEnglish languagee-Library read for1 day
This document specifies requirements and test methods for pipes and fittings which are part of piping systems for the rehabilitation, by means of renovation and trenchless replacement, of underground non-pressure and pressure drains and sewers and water supply networks, which transport water intended for human consumption, including raw water pipelines.
It is applicable to polyethylene (PE) pipes, fittings and assemblies, as manufactured and as installed. It is not applicable to the existing pipeline.
It is applicable to the following technique families for renovation, intended to be used at an operating temperature of 20 °C as the reference temperature:
lining with continuous pipes;
lining with close-fit pipes.
This document is applicable to the following technique families for trenchless replacement, intended to be used at an operating temperature of 20 °C as the reference temperature:
pipe bursting and pipe extraction;
horizontal directional drilling and impact moling.
NOTE For applications operating at constant temperatures greater than 20 °C and up to 40 °C, see ISO 4427-1:2019, Annex A.
When used with lining with continuous pipes, lining with close-fit pipes and trenchless replacement technique families, this document is applicable to:
PE solid wall single layered pipes (nominal outside diameter, dn), including any identification stripes;
PE pipes with co-extruded layers on either or both the outside and inside of the pipe (total outside diameter, dn), as specified in Annex D, where all layers have the same MRS rating.
Furthermore, when used with lining with continuous pipes and trenchless replacement this document is applicable to:
PE coated pipes (outside diameter, dn) having a peelable, contiguous, thermoplastics additional layer on the outside of the pipe (“coated pipe”), as specified in Annex D.
This document is applicable to jointing by means of butt fusion and electrofusion and to fabricated and injection-moulded fittings and mechanical connections of PE.
- Standard54 pagesEnglish languagee-Library read for1 day
This document, together with ISO 20500-1:2026, deals with all significant hazards, hazardous situations and events relevant to mobile feeders when used as intended and under the conditions of misuse which are reasonably foreseeable by the manufacturer (see Annex C) associated with the whole lifetime of the machine as described in ISO 12100:2010, 5.4. The requirements of this document are complementary to the common requirements formulated in ISO 20500-1:2026. This document does not repeat the requirements of ISO 20500-1:2026 but supplements or modifies the requirements for mobile feeders. Lightning as a significant and relevant hazard is not covered in this document. This document is not applicable to mobile feeders manufactured before the date of its publication.
- Standard18 pagesEnglish languagesale 15% off
This document, together with ISO 20500-1:2026, deals with all significant hazards, hazardous situations and events relevant to paver-finishers when used as intended and under the conditions of misuse which are reasonably foreseeable by the manufacturer (see Annex D) associated with the whole lifetime of the machine as described in ISO 12100:2010, 5.4. The requirements of this document are complementary to the common requirements formulated in ISO 20500-1:2026. This document does not repeat the requirements of ISO 20500-1:2026 but supplements or modifies the requirements for paver-finishers. Lightning as a significant and relevant hazard is not covered in this document. This document is not applicable to paver-finishers manufactured before the date of its publication.
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This document, together with ISO 20500-1:2026, deals with all significant hazards, hazardous situations and events relevant to road-milling machines when used as intended and under the conditions of misuse which are reasonably foreseeable by the manufacturer (see Annex D) associated with the whole lifetime of the machine as described in ISO 12100:2010, 5.4. The requirements of this document are complementary to the common requirements formulated in ISO 20500-1:2026. This document does not repeat the requirements of ISO 20500-1:2026 but supplements or modifies the requirements for road-milling machines. The following significant and relevant hazards are not covered in this document: — lightning; — vibration. NOTE A vibration test code is under preparation. This document is not applicable to road-milling machines manufactured before the date of its publication.
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This document, together with ISO 20500-1:2026, deals with all significant hazards, hazardous situations and events relevant to slipform pavers and related machines when used as intended and under the conditions of misuse which are reasonably foreseeable by the manufacturer (see Annex D) associated with the whole lifetime of the machine as described in ISO 12100:2010, 5.4. The requirements of this document are complementary to the common requirements formulated in ISO 20500-1:2026. This document does not repeat the requirements of ISO 20500-1:2026, but supplements or modifies the requirements for slipform pavers and related machines. Lightning as a significant and relevant hazard is not covered in this document. This document is not applicable to slipform pavers and related machines manufactured before the date of its publication.
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This document specifies the common safety requirements for mobile road construction machinery. The ISO 20500 series is applicable to mobile road construction machinery as listed in Annex A. NOTE 1 For travelling on public roads, the national roading regulations apply (e.g. braking, steering, lighting). This document deals with significant hazards, hazardous situations and events relevant to mobile road construction machinery, when used as intended and under conditions foreseen, but also taking into account any reasonably foreseeable misuse thereof (see Annex I). NOTE 2 The requirements specified in this document are common to two or more families of mobile road construction machinery. This document gives the common safety requirements for mobile road construction machinery and is intended to be used in conjunction with ISO 20500-2 to ISO 20500-7. These machine specific parts (ISO 20500-2 to ISO 20500-7) do not repeat the requirements from this document but supplement or modify the requirements for the family in question. This document does not deal with hazards related to transport of dangerous goods by road. Lightning as a significant and relevant hazard is not covered in this document. This document specifies the appropriate technical measures to eliminate or reduce risks arising from the significant hazards as specified in Annex I. This document is not applicable to mobile road construction machinery manufactured before the date of its publication. As a general principle, dimensions are used according to ISO 3411:2007 in order to cover 5 to 95 percentile of machine operators.
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This document, together with ISO 20500-1:2026, deals with all significant hazards, hazardous situations and events relevant to compaction machines when used as intended and under the conditions of misuse which are reasonably foreseeable by the manufacturer (see Annex D) associated with the whole lifetime of the machine as described in ISO 12100:2010, 5.4. The requirements of this document are complementary to the common requirements formulated in ISO 20500-1:2026. This document does not repeat the requirements of ISO 20500-1:2026 but supplements or modifies the requirements for compaction machines. This document deals with vibratory plates and vibratory rammers only. This document does not deal with compaction machines with ride-on operators. Lightning as a significant and relevant hazard is not covered in this document. This document is not applicable to compaction machines manufactured before the date of its publication.
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This document, together with ISO 20500-1:2026, deals with all significant hazards, hazardous situations and events relevant to soil-stabilising machines and recycling machines when used as intended and under the conditions of misuse which are reasonably foreseeable by the manufacturer (see Annex C) associated with the whole lifetime of the machine as described in ISO 12100:2010, 5.4. The requirements of this document are complementary to the common requirements formulated in ISO 20500-1:2026. This document does not repeat the requirements of ISO 20500-1:2026 but supplements or modifies the requirements for soil-stabilising machines and recycling machines. Lightning as a significant and relevant hazard is not covered in this document. This document is not applicable to soil-stabilising machines and recycling machines manufactured before the date of its publication.
- Standard21 pagesEnglish languagesale 15% off
This document specifies requirements and test methods for pipes and fittings which are part of piping systems for the rehabilitation of non-pressure underground drains and sewers. NOTE It is not applicable to use of PVC-U material for rehabilitation of pipes under pressure. It is applicable to unplasticized poly (vinyl chloride) (PVC-U) pipes, fittings and assemblies, as manufactured and as installed with service temperature not exceeding 35 °C. It is not applicable to the existing pipeline. This document is applicable to the renovation technique family “lining with close-fit pipes”.
- Standard19 pagesEnglish languagesale 15% off
- Standard21 pagesFrench languagesale 15% off
This document specifies requirements and test methods for pipes and fittings which are part of piping systems for the rehabilitation, by means of renovation and trenchless replacement, of underground non-pressure and pressure drains and sewers and water supply networks, which transport water intended for human consumption, including raw water pipelines. It is applicable to polyethylene (PE) pipes, fittings and assemblies, as manufactured and as installed. It is not applicable to the existing pipeline. It is applicable to the following technique families for renovation, intended to be used at an operating temperature of 20 °C as the reference temperature: lining with continuous pipes; lining with close-fit pipes. This document is applicable to the following technique families for trenchless replacement, intended to be used at an operating temperature of 20 °C as the reference temperature: pipe bursting and pipe extraction; horizontal directional drilling and impact moling. NOTE For applications operating at constant temperatures greater than 20 °C and up to 40 °C, see ISO 4427-1:2019, Annex A. When used with lining with continuous pipes, lining with close-fit pipes and trenchless replacement technique families, this document is applicable to: PE solid wall single layered pipes (nominal outside diameter, dn), including any identification stripes; PE pipes with co-extruded layers on either or both the outside and inside of the pipe (total outside diameter, dn), as specified in Annex D, where all layers have the same MRS rating. Furthermore, when used with lining with continuous pipes and trenchless replacement this document is applicable to: PE coated pipes (outside diameter, dn) having a peelable, contiguous, thermoplastics additional layer on the outside of the pipe (“coated pipe”), as specified in Annex D. This document is applicable to jointing by means of butt fusion and electrofusion and to fabricated and injection-moulded fittings and mechanical connections of PE.
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This document specifies the required properties of the piping system and its components made from glass-reinforced thermosetting plastics (GRP), based on unsaturated polyester resin (UP) intended to be used for drainage or sewerage without pressure including culverts. It is the responsibility of the purchaser or specifier to make the appropriate selections taking into account their particular requirements and any relevant national regulations and installation practices or codes. This document is applicable to non-circular GRP-UP pipes, with flexible or rigid joints, primarily intended for use in buried installations but may also be used to reline existing non-circular pipe lines. NOTE 1 GRP-UP includes pipes with vinyl ester liners or made entirely from vinyl ester. NOTE 2 Piping systems conforming to this document can be used also for non-buried applications provided the influence of the environment, e.g. from UV-radiation, and the supports are considered in the design of the pipes, fittings and joints. This document is applicable to pipes, fittings and their joints of nominal sizes from DN 150 to DN 4000, which are intended to be used for the conveyance of surface water or sewage at normal service conditions.
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This document specifies the measurement of strain by means of strain gauges and strainmeters 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.
This document is applicable to:
— performance monitoring of
— 1-D structural members such as piles, struts, props and anchor tendons;
— 2-D structural members such as foundation plates, sheet piles, diaphragm walls, retaining walls and shotcrete/concrete tunnel linings;
— 3-D structural members such as gravity dams, earth- and rock-fill dams, embankments and reinforced soil structures;
— checking geotechnical designs and adjustment of construction in connection with the observational design procedure;
— evaluating stability during or after construction.
With the aid of a stress-strain relationship of the material, strain data can be converted into stress and/or forces (for 1-D members; see ISO 18674-8) or stresses (for 2-D and 3-D members, see ISO 18674-5).
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 strain measuring instruments as part of the geotechnical investigation and testing in accordance with References [1] and [2].
- Standard54 pagesEnglish languagee-Library read for1 day
This document describes an assessment procedure for characterising the effect of different pavement types on road traffic noise emission.
The procedure relies on the application of an established measurement method and specifies the de-tailed conditions for its use to enable the determination of characteristic values for the acoustic perfor-mance of road surface types with a given accuracy. Performance is characterised in absolute terms ra-ther than with respect to a reference surface, as specifications for the latter differ from country to coun-try and could contribute to additional uncertainty.
The procedure is intended to be suitable for the following applications:
- for the acoustic labelling (i.e. the determination of initial acoustic properties) of generic or proprie-tary road surface products;
- for the conformity-of-production (COP) assessment of newly laid surfaces, e.g. to assess compliance with acoustic labels and/or contract specifications, or to assess the homogeneity of the surface over its length;
- for the monitoring of the acoustic properties of road surfaces over the course of their working life-time, so as to help inform surface maintenance/replacement policies and increase understanding of the acoustic durability of road surfaces.
The values derived from this procedure are intended to be used for the following purposes:
- to characterise the initial acoustic properties of a road surface type (the acoustic label) using a common procedure across Europe. Such an acoustic label can serve as a baseline for setting perfor-mance requirements in public procurements, COP assessments and monitoring over the working lifetime of the surface. The label enables the comparison of different road surface types in an unbi-ased manner;
- to verify the acoustic quality and homogeneity of a newly laid road surface;
- to determine the acoustic quality and homogeneity of a road surface at a given point during its working lifetime; the collation of sufficient data on the same surface over time enables the predic-tion of acoustic behaviour and can help to drive surface design/development.
In addition, the procedure described within this document also makes possible:
- the establishment of reference values for wider road surface types;
- the derivation of input parameters for road surface corrections within environmental noise calcula-tion methods (in particular, the harmonised CNOSSOS-EU method).
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