EN 14227-11-2006 en Hydraulically bound mixtures - Specifications - Part 11 Soil treated by lime (Remains Current)《液力粘结混合料 规范 第11部分 石灰处理的土壤》.pdf

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1、BRITISH STANDARDBS EN14227-11:2006Hydraulically bound mixtures Specifications Part 11: Soil treated by limeThe European Standard EN 14227-11:2006 has the status of a British StandardICS 93.080.20g49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37g54g44g3g51g40g53g48g44g54g54g44g50g49g3g40g59g3

2、8g40g51g55g3g36g54g3g51g40g53g48g44g55g55g40g39g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58BS EN 14227-11:2006This British Standard was published under the authority of the Standards Policy and Strategy Committee on 30 June 2006 BSI 2006ISBN 0 580 48681 8National forewordThis British Standard is

3、 the official English language version of EN 14227-11:2006.The UK participation in its preparation was entrusted by Technical Committee B/510, Road materials, to Subcommittee B/510/4, Cementitious bound materials, unbound granular materials, waste materials and marginal materials, which has the resp

4、onsibility to: A list of organizations represented on this subcommittee can be obtained on request to its secretary.Cross-referencesThe British Standards which implement international or European publications referred to in this document may be found in the BSI Catalogue under the section entitled “

5、International Standards Correspondence Index”, or by using the “Search” facility of the BSI Electronic Catalogue or of British Standards Online.This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. Compliance with

6、a British Standard does not of itself confer immunity from legal obligations. aid enquirers to understand the text; present to the responsible international/European committee any enquiries on the interpretation, or proposals for change, and keep UK interests informed; monitor related international

7、and European developments and promulgate them in the UK.Summary of pagesThis document comprises a front cover, an inside front cover, the EN title page, pages 2 to 21 and a back cover.The BSI copyright notice displayed in this document indicates when the document was last issued.Amendments issued si

8、nce publicationAmd. No. Date CommentsEUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 14227-11May 2006ICS 93.080.20English VersionHydraulically bound mixtures - Specifications - Part 11: Soiltreated by limeMlanges traits aux liants hydrauliques - Spcifications -Partie 11: Sol trait la chauxHydrauli

9、sch gebundene Gemische - Anforderungen - Teil11: Bodenverbesserung mit KalkThis European Standard was approved by CEN on 3 February 2006.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national

10、standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the Central Secretariat or to any CEN member.This European Standard exists in three official versions (English, French, German). A version in any other

11、 language made by translationunder the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France

12、,Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania,Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUN

13、GManagement Centre: rue de Stassart, 36 B-1050 Brussels 2006 CEN All rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 14227-11:2006: EEN 14227-11:2006 (E) 2 Contents Page Foreword4 1 Scope 5 2 Normative references 5 3 Terms and definitions .5

14、 4 Constituents.6 4.1 Lime.6 4.1.1 Quick lime.6 4.1.2 Hydrated lime .7 4.2 Water .7 4.3 Soil 7 4.3.1 Soil for improvement by lime .7 4.3.2 Soil for stabilization by lime .7 5 Laboratory performance for soil improved by lime .7 5.1 General7 5.2 Immediate bearing index.7 5.3 Moisture condition value 8

15、 5.4 Degree of compaction .8 5.5 Swelling 8 6 Laboratory performance for soil stabilized by lime .9 6.1 Degree of pulverization .9 6.2 Water content.9 6.3 Immediate bearing index.9 6.4 Moisture condition value . 10 6.5 Mechanical performance 10 6.5.1 General. 10 6.5.2 California bearing ratio 10 6.5

16、.3 Compressive strength 11 6.6 Swelling . 11 6.6.1 General. 11 6.7 Frost resistance 12 7 Production control 12 8 Designation and description . 12 9 Marking and labelling . 13 Annex A (informative) Grading and plasticity guidance for soil for stabilization. 14 Annex B (informative) Production control

17、 for hydraulically treated mixtures 15 B.1 General. 15 B.2 Quality Manual 15 B.3 Organization 15 B.3.1 Responsibility and authority . 15 B.3.2 Management representative 15 B.3.3 Internal audits . 16 B.3.4 Management review 16 B.3.5 Sub-contract services 16 B.3.6 Records 16 B.3.7 Training 16 B.4 Cont

18、rol procedures. 16 EN 14227-11:2006 (E) 3 B.4.1 Production management 16 B.4.2 Composition of the mixture17 B.4.3 Constituents.17 B.4.4 Process control .17 B.4.5 Inspection, calibration and control of process equipment.18 B.4.6 Handling and delivery .18 B.5 Inspection and testing of constituents and

19、 mixtures during production18 B.5.1 General .18 B.5.2 Characteristics that require control during production 18 B.5.3 Frequency of sampling the mixture.19 B.6 Inspection and testing equipment .19 B.6.1 General .19 B.6.2 Measuring and testing equipment .19 B.6.3 Measuring and testing equipment in the

20、 process .19 B.6.4 Measuring and testing equipment in laboratory 20 B.7 Non-conformity20 B.7.1 General .20 B.7.2 Non-conformity of constituents.20 B.7.3 Non-conformity of the mixture.20 EN 14227-11:2006 (E) 4 Foreword This European Standard (EN 14227-11:2006) has been prepared by Technical Committee

21、 CEN/TC 227 “Road materials”, the secretariat of which is held by DIN. 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 November 2006, and conflicting national standards shall be withdrawn at the l

22、atest by November 2006. This European Standard is one of a series of standards for hydraulically bound mixtures: EN 14227-1, Hydraulically bound mixtures Specifications Part 1: Cement bound granular mixtures. EN 14227-2, Hydraulically bound mixtures Specifications Part 2: Slag bound mixtures. EN 142

23、27-3, Hydraulically bound mixtures Specifications Part 3: Fly ash bound mixtures. EN 14227-4, Hydraulically bound mixtures Specifications Part 4: Fly ash for hydraulically bound mixtures. EN 14227-5, Hydraulically bound mixtures Specifications Part 5: Hydraulic road binder bound mixtures. EN 14227-1

24、0, Hydraulically bound mixtures Specifications Part 10: Soil treated by cement. EN 14227-11, Hydraulically bound mixtures Specifications Part 11: Soil treated by lime. EN 14227-12, Hydraulically bound mixtures Specifications Part 12: Soil treated by slag. EN 14227-13, Hydraulically bound mixtures Sp

25、ecifications Part 13: Soil treated by hydraulic road binder. EN 14227-14, Hydraulically bound mixtures Specifications Part 14: Soil treated by fly ash. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this Europ

26、ean Standard: Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EN 14

27、227-11:2006 (E) 5 1 Scope This European Standard applies to the treatment with lime of natural soils and other materials for roads, airfields and other trafficked areas and specifies the requirements for their constituents, composition and laboratory performance classification. Two types of treatmen

28、t are covered, improvement and stabilization. This European Standard relates only to lime-treated layers for trafficked areas (as opposed to lime columns or piles for example) but can be used for other civil engineering purposes although additional requirements might be necessary to complement or re

29、place those required by this European Standard. 2 Normative references The following referenced documents are indispensable for the application of this European Standard. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (incl

30、uding any amendments) applies. EN 459-1, Building lime Part 1: Definitions, specifications and conformity criteria EN 459-2, Building lime Part 2: Test methods EN 13286-2, Unbound and hydraulically bound mixtures Part 2: Test methods for the determination of the laboratory reference density and wate

31、r content Proctor compaction EN 13286-41, Unbound and hydraulically bound mixtures Part 41: Test method for the determination of the compressive strength of hydraulically bound mixtures EN 13286-46, Unbound and hydraulically bound mixtures Part 46: Test method for the determination of the moisture c

32、ondition value EN 13286-47, Unbound and hydraulically bound mixtures Part 47: Test method for the determination of theCalifornia bearing ratio, immediate bearing index and linear swelling EN 13286-48, Unbound and hydraulically bound mixtures Part 48: Test method for the determination of the degree o

33、f pulverisation EN 13286-49, Unbound and hydraulically bound mixtures Part 49: Accelerated swelling test for soil treated by lime and/or hydraulic binder EN 13286-50, Unbound and hydraulically bound mixtures Part 50: Method for the manufacture of test specimens of hydraulically bound mixtures using

34、Proctor equipment or vibrating table compaction 3 Terms and definitions For the purposes of this European Standard, the following terms and definitions apply. 3.1 lime air lime 3.2 soil natural, artificial or recycled material or any combination of these EN 14227-11:2006 (E) 6 3.3 soil treated by li

35、me mixture resulting from the addition of lime to a soil in order that it can fulfil its intended purpose NOTE Treatment encompasses both improvement and stabilization. 3.4 soil improved by lime mixture resulting from the treatment of a soil with lime which improves immediate performance by, for exa

36、mple, either a reduction in moisture content, and/or enhancement of bearing capacity, and/or reduction in plasticity, to enable the soil to provide one or more of the following: ability to be handled by conventional earthmoving equipment; ability to be satisfactorily compacted in layers; ability to

37、be trafficked and provide a working platform for the superimposed layer; preparation of a soil for the subsequent treatment by slag, fly ash, cement, hydraulic road binder or other product 3.5 soil stabilized by lime mixture resulting from the treatment of a soil with lime that significantly enhance

38、s, generally in the medium to long-term, its mechanical performance and stability, particularly with respect to the action of water and frost 4 Constituents 4.1 Lime Lime shall be quick lime or hydrated lime. NOTE Hydrated lime may be used dry or in slurry form. 4.1.1 Quick lime Quick lime shall con

39、form to EN 459-1, class CL 90 or CL 80, and the following. When tested in accordance with EN 459-2, the particle size of the quick lime shall conform to the selected category from Table 1. Table 1 Particle size categories for quick lime Sieve size mm Category 1 Category 2 10 100 100 5 100 95 2 95 0,

40、2 70 0,09 50 EN 14227-11:2006 (E) 7 When tested in accordance with the reactivity test in EN 459-2, the quick lime shall attain a temperature of 60 C within 25 min. NOTE 1 In the case of quick limes containing material greater than 2 mm in size, the proportion retained on the 2 mm sieve should be gr

41、ound down to finer than 2 mm for inclusion in the test. The mixing process shall ensure that full slaking of the quick lime occurs prior to final compaction. NOTE 2 In the case of category 1 particle size and provided sufficient water is present, full slaking is normally possible after just one mixi

42、ng stage. In the case of category 2, full slaking, again provided sufficient water is present, may require 2 or more mixing stages separated by a period of at least 24 h. 4.1.2 Hydrated lime Hydrated lime shall conform to EN 459-1, class CL 90 or CL 80. 4.2 Water The water used shall not adversely a

43、ffect the performance of the mixture. 4.3 Soil 4.3.1 Soil for improvement by lime The soil shall be suitable for treatment using common processes and equipment. NOTE There are no physical requirements for soil prior to improvement other than the practical limits set by the capabilities of the mixer

44、for the improvement operation, although the presence of sulfates or other substances with the potential for disruption by swelling may require investigation using testing in accordance with this European Standard. 4.3.2 Soil for stabilization by lime The soil shall not contain sulfates or other pote

45、ntially disruptive material that, after lime addition, result in swelling of the mixture in excess of that allowed by Clause 6. NOTE 1 There are no absolute requirements for the grading or plasticity of soil prior to stabilization but guidance is given in Annex A. NOTE 2 Laboratory mixture design wo

46、rk will determine whether soil containing organic matter can be accommodated. The amount of organic matter that can be accommodated depends on its type. 5 Laboratory performance for soil improved by lime 5.1 General Soil improved by lime shall conform to one of the categories in either 5.2, 5.3 or 5

47、.4 for immediate bearing index, moisture condition value and degree of compaction respectively. 5.2 Immediate bearing index When required, the immediate bearing index of the mixture at the declared water content shall conform to one of the classes in Table 2 observing the following testing procedure

48、. After mixing, the mixture shall be stored in bags in a sealed condition for 60 min. The specimen(s) shall then be manufactured and the determination of the index carried out immediately or no later than 90 min after mixing. EN 14227-11:2006 (E) 8 Table 2 Immediate bearing index Immediate bearing i

49、ndex Category 5 IPI5 7 IPI7 10 IPI10 15 IPI15 20 IPI20 25 IPI25Declared value IPIDV5.3 Moisture condition value The moisture condition value of the mixture, determined in accordance with EN 13286-46, shall conform to the selected category from Table 3. Table 3 Moisture condition value Moisture condition value Category 8 minimum, 12 maximum MCV8/12 Declared values MCVDV NOTE The moisture condition value test is particularly suitable for cohesive soils. 5.4 Degree of compaction The de