DIN EN 15237-2007 Execution of special geotechnical works - Vertical drainage English version of DIN EN 15237 2007-06《特殊土方工程的执行 垂直排水》.pdf

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1、June 2007DEUTSCHE NORM English price group 19No part of this standard may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).ICS 93.020!,y$M“9860142www.di

2、n.deDDIN EN 15237Execution of special geotechnical works Vertical drainageEnglish version of DIN EN 15237:2007-06Ausfhrung von besonderen geotechnischen Arbeiten (Spezialtiefbau) VertikaldrnsEnglische Fassung DIN EN 15237:2007-06www.beuth.deDocument comprises 59 pages 09.07DIN EN 15237:2007-06 2 Nat

3、ional foreword This standard has been prepared by Working group 11 of CEN/TC 288 “Execution of special geotechnical works” (Secretariat: AFNOR, France) without the participation of German experts. EN 15237 falls in the domain of the Normenausschuss Bauwesen (Building and Civil Engineering Standards

4、Committee), Technical Committee NA 005-05-08 AA Injektionen, Dsenstrahlverfahren, tiefreichende Boden-stabilisierung. EUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 15237February 2007ICS 93.020English VersionExecution of special geotechnical works - Vertical drainageExcution des travaux gotechniq

5、ues spciaux - DrainsverticauxAusfhrung von besonderen geotechnischen Arbeiten(Spezialtiefbau) - VertikaldrnsThis European Standard was approved by CEN on 7 January 2007.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanSt

6、andard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the CEN Management Centre or to any CEN member.This European Standard exists in three official versions (English, Frenc

7、h, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the CEN Management Centre has the same status as theofficial versions.CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Cyprus, Cze

8、ch 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.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN

9、 DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: rue de Stassart, 36 B-1050 Brussels 2007 CEN All rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 15237:2007: EEN 15237:2007 (E) 2 Contents Page Foreword3 1 Scope 4 2 Normative

10、 references 4 3 Terms and definitions .5 4 Information needed for the execution of the work.7 5 Geotechnical investigations.8 5.1 General8 5.2 Specific requirements .8 6 Materials and product .9 6.1 General9 6.2 Raw materials of prefabricated drains 9 6.3 Band drains 9 6.4 Prefabricated cylindrical

11、drain .13 6.5 Sand drains 15 7 Considerations related to design.15 7.1 Field trials .15 8 Execution15 8.1 Method statement 15 8.2 Preparation of the site.16 8.3 Drain installation16 8.4 Special aspects17 9 Supervision and monitoring.17 9.1 Supervision 17 9.2 Monitoring 18 10 Records.18 10.1 Records

12、during construction .18 10.2 Records at the completion of the work .18 11 Special requirements 19 11.1 General19 11.2 Safety 19 11.3 Environmental protection .19 11.4 Impact on adjacent structures19 Annex A (informative) Practical aspects of vertical drainage 20 Annex B (informative) Aspects of desi

13、gn .41 Annex C (informative) Degree of obligation of the specifications .52 Bibliography 54 EN 15237:2007 (E) 3 Foreword This document (EN 15237:2007) has been prepared by Technical Committee CEN/TC 288 “Execution of special geotechnical works”, the secretariat of which is held by AFNOR. This Europe

14、an Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by August 2007, and conflicting national standards shall be withdrawn at the latest by August 2007. The document has been prepared to stand alongside EN 19971, Eu

15、rocode 7: Geotechnical design Part 1: General rules, and EN 19972 Eurocode 7: Geotechnical design Part 2: Ground investigation and testing. This standard expands on design only where necessary, but provides full coverage of the construction and supervision requirements. This document was drafted by

16、a working group comprising delegates from 10 European countries. Experts from Japan have taken part in the meetings of the working group and contributed to the formulation of the final draft. The working group commenced work in March 2002. According to the CEN/CENELEC Internal Regulations, the natio

17、nal standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, P

18、oland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EN 15237:2007 (E) 4 1 Scope This European Standard establishes general principles for the execution, testing, supervision and monitoring of vertical drain projects. This European Standard includes the applic

19、ation of prefabricated vertical drains and sand drains and deals with requirements to be placed on design, drain material and installation methods. This European Standard applies to the improvement of low-permeability, highly compressible soils by vertical drainage and preloading. Information regard

20、ing loading (embankment, vacuum or ground water lowering) and preloading is given in informative Annexes A and B. Vertical drainage is used both in on land and in marine constructions for the following purposes: (pre-)consolidation and reduction of post-construction settlements; speeding up the cons

21、olidation process by decreasing the path lengths for pore water dissipation; increase of stability (by increasing effective stresses in the soil); groundwater lowering; mitigation of liquefaction effects. In each case there is an overall treatment of the soil (the volume of the drains is small in re

22、lation to the soil volume treated). This European Standard does not include soil improvement by means of wells, gravel and stone columns, large-diameter geotextile enclosed columns or reinforcing elements. Vertical drainage can also be combined with other foundation or ground improvement methods, e.

23、g. electro-osmosis, piles and compacted sand piles, dynamic compaction and deep mixing. Guidance on practical aspects of vertical drainage, such as investigation of drain properties, execution procedures and equipment, is given in Annex A. Investigation of soil characteristics and assessment of desi

24、gn parameters, which are affected by drain properties and execution, are presented in Annex B. 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 ed

25、ition of the referenced document (including any amendments) applies. EN 19971, Eurocode 7: Geotechnical design Part 1: General rules EN 19972, Eurocode 7: Geotechnical design Part 2: Ground investigation and testing EN 13252:2000, Geotextiles and geotextile-related products Characteristics required

26、for use in drainage systems EN ISO 9862, Geosynthetics Sampling and preparation of test specimens (ISO 9862:2005) EN ISO 10319, Geotextiles Wide-width tensile test (ISO 10319:1993) EN ISO 10320, Geotextiles and geotextile-related products Identification on site (ISO 10320:1999) EN 15237:2007 (E) 5 E

27、N ISO 10321, Geotextiles Tensile test for joints/seams by wide-width method (ISO 10321:1992) EN ISO 11058, Geotextiles and geotextile-related products Determination of water permeability characteristics normal to the plane, without load (ISO 11058:1999) EN ISO 12956, Geotextiles and geotextile-relat

28、ed products Determination of the characteristic opening size (ISO 12956:1999) EN ISO 12958:1999, Geotextiles and geotextile-related products Determination of water flow capacity in their plane (ISO 12958:1999) EN ISO 14688 (all parts), Geotechnical investigation and testing 3 Terms and definitions F

29、or the purposes of this document, the following terms and definitions apply. 3.1 auger installation method fr: installation la tarire de: Schneckeneinbauverfahren installation method of sand drains by means of screw type auger or continuous flight hollow stem auger 3.2 band drain1)fr: drain plat de:

30、 Streifendrn prefabricated drain with a rectangular cross-section, usually consisting of a central core with a channel system surrounded by a filter sleeve 3.3 cylindrical prefabricated drain fr: drain tubulaire de: zylindrischer Drn drain consisting of an annular-corrugated and perforated open core

31、, surrounded by a filter sock 3.4 discharge capacity qwfr: capacit de dcharge de: Durchflusskapazitt discharge capacity of a drain well is equal to the cross-sectional area of the drain multiplied by its overall permeability in longitudinal direction (the volume of water which flows out of the drain

32、 per time unit under a hydraulic gradient equal to unity) 3.5 displacement installation method fr: installation par fonage refoulant de: Verdrngungseinbauverfahren installation method of drains by means of a closed-end steel tube/mandrel 1)The terms “wick drains” and “prefabricated vertical drains”

33、(PVD) are also used. EN 15237:2007 (E) 6 3.6 drain anchor fr: sabot dancrage de: Drnschuh anchor fixed at the end of band drains before installation and which prevents soil from intruding into the mandrel during installation and the band drain from being dragged up when the mandrel is withdrawn 3.7

34、drainage blanket fr: tapis drainant de: Drndecke upper high-permeability drainage layer, which has good contact with the drains and prevents the creation of backpressure in the drains 3.8 dynamic installation method fr: mthode dinstallation par battage ou vibrofonage de: dynamische Drneinbauweise dr

35、ain installation method using dynamic action (impact or vibratory hammer) 3.9 geotextile enclosed sand drain fr: drains de sable dans une gaine de gotextile de: geotextilumschlossener Sanddrn sand drains enclosed in some type of filter fabric made of geotextile 3.10 jet installation method fr: mthod

36、e dinstallation par lanage de: Einbau mittels Hochdruckinjektion installation method of sand drains by means of internal jetting or rotary jet 3.11 sand drain fr: drain de sable de: Sanddrn drain with circular cross-section, built up of granular material (sand, gravel) with high permeability 3.12 st

37、atic installation method fr: mthode dinstallation par fonage de: statisches Einbauverfahren drain installation method by means of static load (pushing) 3.13 vibro installation method fr: mthode dinstallation par vibrofonage de: Vibrationseinbauverfahren installation method of sand drains by means of

38、 a top vibrator mounted on a hollow mandrel or by a depth vibrator 3.14 working platform fr: plateforme de travail de: Arbeitsebene platform created for access of the drain installation machines to the location of the vertical drains EN 15237:2007 (E) 7 4 Information needed for the execution of the

39、work 4.1 Prior to the execution of the work, all necessary information shall be available. 4.2 This information shall include: a) relevant information regarding the site conditions; b) the location of main grid lines for setting out; c) drawings with the location and length of the drains; d) any leg

40、al or statutory restrictions; e) method statement for the vertical drain installation (see 8.1); f) characteristics of the drains (physical and hydraulic characteristics), accompanying document for CE-marking; g) specification for the drains and other materials to be used (see Clause 6) and the sche

41、dule of any testing and acceptance procedures for materials incorporated in the works; h) description of a suitable quality management system, including supervision and monitoring. 4.3 The information regarding the site conditions shall cover, where relevant: a) the geometry of the site (boundary co

42、nditions, topography, access, slopes, headroom restrictions etc.); b) the ground properties of the site which may influence the execution of the vertical drains: soil description (soil type, soil stratification and existence and frequency of sand and silt layers, hard layers); penetration resistance

43、 (e.g. results of penetration tests); composition, lateral extent, thickness and firmness of the surface stratum, tree roots, fill etc.; presence of cobbles or boulders or cemented layers that can cause difficulties for the execution or can require special installation equipment; c) the following cl

44、imatic and environmental information: weather information in areas with extreme climatic conditions; marine conditions (currents, tidal movements, wave heights etc.); environmental hazards (any water and subsoil contamination, which could affect the execution method, the safety of the work or the di

45、scharge of excavation material from the site shall be documented, including the presence of hazardous gas and occurrence of unexploded ammunition); d) the existing underground structures, services, known contamination and archaeological constraints; e) the environmental restrictions, including noise

46、, vibration and pollution; f) planned or ongoing construction activities, such as dewatering, tunnelling and deep excavations; g) previous experience from drain installation work adjacent to the site; EN 15237:2007 (E) 8 h) the characteristics of the working platform and the drainage layer (physical

47、 and hydraulic properties); i) the conditions of structures, roads, services etc. adjacent to the work. 4.4 For the loading operation the following information shall be available: a) construction programme for loading; b) preloading (temporary and permanent loading); c) time schedule for loading and

48、 possible preloading; d) unit weight of fill used for preloading; e) notice of any restrictions such as construction phasing required in the design; f) monitoring programme. 4.5 The following instructions shall also be given: a) reporting procedure for unforeseen circumstances, or conditions reveale

49、d that appear to be different from those assumed in the design; b) reporting procedure, if an observational method of design is adopted. 4.6 Any additional or deviating requirements falling within the permission clauses given in this European Standard shall be established and agreed upon before the commencement of the works. 5 Geotechnical investigations 5.1 General 5.1.1 The geotechnical investigations carried out for the design of vertical drainage work following the requirements of EN 1997