Tests for mechanical and physical properties of aggregates - Part 10: Determination of water suction height

This European Standard describes the reference method, used for type testing and in case of dispute, for determining the water suction height of an aggregate in direct contact with a free water surface. For other purposes, in particular production control, other methods may be used, provided that an appropriate working relationship with the reference methods has been established.
NOTE   Capillary water uptake in an aggregate layer under the ground floor may cause moisture problems in the building. If the layer is thicker than the water suction height of the aggregate used, the layer is considered as a capillary barrier.

Prühfverfahren für mechanische und physikalische Eigenschaften von Gesteinskörnungen - Teil 10: Bestimmung der Wassersaughöhe

Diese Europäische Norm beschreibt ein Referenzverfahren für die Bestimmung der Wassersaughöhe von Gesteinskörnungen, die direkten Kontakt zu einer freien Wasseroberfläche haben, welches zur Anwendung für die Typprüfung und im Streitfall vorgesehen ist. Für sonstige Zwecke, insbesondere für die werkseigene Produktionskontrolle, dürfen andere Verfahren angewendet werden, unter der Voraussetzung, dass eine angemessene funktionierende Beziehung zu den Referenzverfahren hergestellt wurde.
ANMERKUNG   Die kapillare Wasseraufnahme in einer Gesteinskörnungsschicht unter dem Erdgeschoss kann zu Feuchteproblemen im Gebäude führen. Ist die Schicht dicker als die Wassersaughöhe der verwendeten Gesteinskörnung, wird die Schicht als Kapillarsperre angesehen.

Essais pour déterminer les caractéristiques mécaniques et physiques des granulats - Partie 10: Hauteur de succion d’eau

La présente Norme européenne décrit la méthode de référence, destinée à être utilisée pour des essais de type ou en cas de litige, pour la détermination de la hauteur de succion d’eau d'un granulat en contact direct avec la surface libre d'une couche d'eau. Pour d'autres besoins, en particulier le contrôle de la production, d'autres méthodes peuvent être utilisées, à condition d'établir une relation de fonctionnement appropriée entre ces dernières et la méthode de référence.
NOTE   La montée d'eau par capillarité au travers d'une couche de granulat située sous la dalle de sol risque de causer des problèmes d’humidité dans le bâtiment. Si l'épaisseur de la couche est supérieure à la hauteur de succion d’eau du granulat utilisé, la couche est considérée comme une barrière anti-capillarité.

Preskusi mehanskih in fizikalnih lastnosti agregatov - 10. del: Določevanje kapilarnega dviga vode

Standard EN 1097-10 določa referenčno metodo, ki se uporablja za tipsko preskušanje, in v primeru spora za določevanje kapilarnega dviga vode agregata v neposrednem stiku s prosto površino vode. Za druge namene, zlasti za kontrolo proizvodnje, se lahko uporabijo druge metode, če obstaja primerna delovna povezava z referenčno metodo.

General Information

Status
Published
Publication Date
20-May-2014
Withdrawal Date
29-Nov-2014
ICS
91.100.15 - Mineral materials and products
Technical Committee
CEN/TC 154 - Aggregates
Drafting Committee
CEN/TC 154 - Aggregates
Current Stage
9060 - Closure of 2 Year Review Enquiry - Review Enquiry
Start Date
04-Jun-2025
Completion Date
04-Jun-2025
Ref Project
SIST EN 1097-10:2014 - Tests for mechanical and physical properties of aggregates - Part 10: Determination of water suction height

Relations

Replaces
EN 1097-10:2002 - Tests for mechanical and physical properties of aggregates - Part 10: Determination of water suction height
Effective Date
28-May-2014

Overview

EN 1097-10:2014 - Tests for mechanical and physical properties of aggregates - Part 10 provides the reference method for determining the water suction height of aggregates in direct contact with a free water surface. Published by CEN, this method is intended for type testing and as the authoritative procedure in case of dispute. For routine production control, alternate methods may be used only when an appropriate relationship to this reference method has been established.

Why it matters: capillary water uptake in aggregate layers under ground floors can cause moisture problems. If an aggregate layer is thicker than its water suction height, it functions as a capillary barrier, reducing rising damp risk.

Key topics and technical requirements

  • Scope: Reference method for water suction height; hygroscopic moisture and compacted dry bulk density are also measured and recorded.
  • Test principle: A dry aggregate test portion in a vertical transparent tube is placed in contact with water. Water rises by capillarity; equilibrium moisture distribution defines the suction height.
  • Measured parameters:
    • Maximal hygroscopic moisture content (in sealed container near 100% RH)
    • Compacted dry bulk density (by layer filling and light compaction)
    • Capillary water uptake over time and derived water suction height
  • Apparatus & environment: transparent tube and vessel (minimum dimensions depend on aggregate size), moisture container with saturated K2SO4 solution, ventilated oven at (110 ± 5) °C, test cabinet maintained ~20–25 °C (±2 °C).
  • Sampling & preparation: Laboratory sample reduced per EN 932-2; specified minimum test portion volumes; oven-dry to constant mass (EN 1097-5).
  • Test progression: initial 5 min mass, then measurements at 24 h, 48 h, 72 h, 168 h and weekly until mass change over 7 days is < 0.2 kg/m² of suction area.
  • Reporting: mandatory data include suction height, hygroscopic moisture, compacted dry bulk density and test conditions.

Applications and users

  • Who uses it: aggregate manufacturers, independent testing laboratories, QA/QC engineers, consultants, structural and civil engineers, flooring and foundation designers, building regulators and contractors.
  • Practical uses:
    • Establishing whether an aggregate layer will act as a capillary barrier beneath ground floors
    • Type testing for product specifications and conformity assessments
    • Resolving contractual disputes about moisture performance
    • Supporting material selection for drainage, sub-base and floor construction

Related standards

  • EN 932 series (sample reduction, general properties)
  • EN 1097 series (other mechanical/physical aggregate tests)
  • EN 1097-5 (water content by oven drying)
  • EN 933, EN 1367, EN 1744 - complimentary tests for geometrical, thermal/weathering and chemical properties

Keywords: EN 1097-10:2014, water suction height, aggregates test, capillary barrier, hygroscopic moisture content, compacted dry bulk density, CEN standard.

Frequently Asked Questions

EN 1097-10:2014 is a standard published by the European Committee for Standardization (CEN). Its full title is "Tests for mechanical and physical properties of aggregates - Part 10: Determination of water suction height". This standard covers: This European Standard describes the reference method, used for type testing and in case of dispute, for determining the water suction height of an aggregate in direct contact with a free water surface. For other purposes, in particular production control, other methods may be used, provided that an appropriate working relationship with the reference methods has been established. NOTE Capillary water uptake in an aggregate layer under the ground floor may cause moisture problems in the building. If the layer is thicker than the water suction height of the aggregate used, the layer is considered as a capillary barrier.

This European Standard describes the reference method, used for type testing and in case of dispute, for determining the water suction height of an aggregate in direct contact with a free water surface. For other purposes, in particular production control, other methods may be used, provided that an appropriate working relationship with the reference methods has been established. NOTE Capillary water uptake in an aggregate layer under the ground floor may cause moisture problems in the building. If the layer is thicker than the water suction height of the aggregate used, the layer is considered as a capillary barrier.

EN 1097-10:2014 is classified under the following ICS (International Classification for Standards) categories: 91.100.15 - Mineral materials and products. The ICS classification helps identify the subject area and facilitates finding related standards.

EN 1097-10:2014 has the following relationships with other standards: It is inter standard links to EN 1097-10:2002. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.

You can purchase EN 1097-10:2014 directly from iTeh Standards. The document is available in PDF format and is delivered instantly after payment. Add the standard to your cart and complete the secure checkout process. iTeh Standards is an authorized distributor of CEN standards.

Standards Content (Sample)


2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.RORþHYDQMHPrühfverfahren für mechanische und physikalische Eigenschaften von Gesteinskörnungen - Teil 10: Bestimmung der WassersaughöheEssais pour déterminer les caractéristiques mécaniques et physiques des granulats - Partie 10 : Hauteur de succion d’eauTests for mechanical and physical properties of aggregates - Part 10: Determination of water suction height91.100.15Mineralni materiali in izdelkiMineral materials and productsICS:Ta slovenski standard je istoveten z:EN 1097-10:2014SIST EN 1097-10:2014en,fr,de01-september-2014SIST EN 1097-10:2014SLOVENSKI
STANDARDSIST EN 1097-10:20031DGRPHãþD

EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1097-10
May 2014 ICS 91.100.15 Supersedes EN 1097-10:2002English Version
Tests for mechanical and physical properties of aggregates - Part 10: Determination of water suction height
Essais pour déterminer les caractéristiques mécaniques et physiques des granulats - Partie 10: Hauteur de succion d'eau
Prühfverfahren für mechanische und physikalische Eigenschaften von Gesteinskörnungen - Teil 10: Bestimmung der Wassersaughöhe This European Standard was approved by CEN on 24 February 2014.
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 © 2014 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 1097-10:2014 ESIST EN 1097-10:2014
...

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記事のタイトル：EN 1097-10:2014 - 骨材の機械的および物理的特性の試験 - 第10部：吸水高さの測定 記事の内容：このヨーロッパ規格は、自由な水面に直接接触する骨材の吸水高さを決定するためのタイプテストおよび紛争の場合に使用される基準方法について説明しています。他の目的では、特に生産管理の場合は、適切な作業関係が確立されている限り、他の方法を使用することもできます。 注意：建物の地下床の下にある骨材層の毛細管水の吸収は、湿気の問題を引き起こす可能性があります。使用した骨材の吸水高さよりも層が厚い場合、その層は毛細管障壁と見なされます。

記事のタイトル: EN 1097-10:2014 - 集合体の機械的および物理的特性の検査 - 第10部: 水吸収高さの決定 記事の内容: このヨーロッパ規格は、直接水面と接している集合体の水吸収高さを決定するための基準方法について述べています。この方法は、型式試験や紛争解決において使用される基準方法とされます。ただし、製造品の管理などの他の目的では、適切な作業関係が確立されている場合には、他の方法を使用することも可能です。 補足: 地下の床面下の集合体層における毛細管現象による水の吸収は、建物内の湿気問題を引き起こす可能性があります。使用する集合体の水吸収高さよりも厚い層の場合は、その層は毛細管バリアと見なされます。

The article discusses EN 1097-10:2014, which is a European Standard that outlines the method for determining the water suction height of an aggregate in direct contact with a free water surface. This method is used for type testing and in cases of dispute. However, for production control or other purposes, different methods may be used as long as they are consistent with the reference method. The article also mentions that capillary water uptake in an aggregate layer under a building's ground floor can lead to moisture problems. If the layer is thicker than the water suction height of the aggregate, it is considered a capillary barrier.

기사 제목: EN 1097-10:2014 - 알갱이의 기계적 및 물리적 특성을 위한 테스트 - 제 10부: 물 흡수 높이의 결정 기사 내용: 이 유럽 표준은 바닥면과 직접 접촉하는 알갱이의 물 흡수 높이를 결정하기 위한 참조 방법을 기술한다. 이 방법은 유형 시험 및 분쟁 해결에 사용되는 참조 방법임을 명시한다. 다른 목적에서는 특히 제조 통제에서 참조 방법과 적절한 작업 관계를 확립한 경우에는 다른 방법을 사용할 수 있다. 참고: 지하 층 바닥 아래의 알갱이 층에서 모세관 작용에 의한 물 흡수는 건물 내의 습기 문제를 초래할 수 있다. 사용된 알갱이의 물 흡수 높이보다 층이 두꺼운 경우, 해당 층은 모세관 장벽로 간주된다.

The article discusses the EN 1097-10:2014 standard, which focuses on testing the mechanical and physical properties of aggregates. Specifically, it outlines the method for determining the water suction height of an aggregate in direct contact with a free water surface. This method is considered the reference for type testing and dispute resolution. However, for other purposes like production control, alternative methods can be used as long as they are properly correlated with the reference method. The article also mentions that capillary water uptake in an aggregate layer beneath the ground floor can lead to moisture problems in a building. If the layer is thicker than the water suction height of the aggregate used, it is considered a capillary barrier.

기사 제목: EN 1097-10:2014 - 더 테스트를 통한 압축 및 물리적 특성 검사 - 파트 10: 물 흡수 높이의 결정 기사 내용: 이 유럽 표준은 직접적으로 자유한 물 표면과 접촉하는 알갱이의 물 흡수 높이를 결정하기 위해 유형 테스팅 및 분쟁 사례에 사용되는 참조 방법을 설명한다. 다른 목적으로는 생산 통제를 위해 참조 방법과 적절한 작업 관계가 확립된 경우 다른 방법을 사용할 수 있다. 참고: 지하 층 바닥 아래 토사층에서 흡수력에 따른 물 흡수는 건물 내 습기 문제를 일으킬 수 있다. 사용한 알갱이의 물 흡수 높이보다 레이어가 더 두꺼울 경우, 레이어는 흡수력 장벽으로 간주된다.