TC 288 Execution of special geotechnical work EN 1537 Ground anchors WG 14

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TC 288 / TC 341: Anchors / anchorages TC 288 Execution of special geotechnical work EN 1537 Ground anchors WG 14 TC 341 Geotechnical investigation and testing ISO 22477 Testing of geotechnical structures Part 5 (pren ISO 22477-5) Testing of anchorages WG 4 Afstemningsprocedure hos CEN og DS Anchor task group NOM april 2008 1 www.aarsleff.com

TC 288 Execution of special geotechnical work: status PNE rules Review by S-415 WG 14: Review of EN 1537 Ground anchors NOM april 2008 2 www.aarsleff.com

TC 288 Status pr. feb 2007 No. Subject Start Enquiry Formal Vote EN Ratific. Status Next Review 1 EN 1538 Diaphragm Walls 1992 1996 1997 2000 Confirmed 2002 2007 2 EN 1537 Ground Anchors 1992 1996 1997 1999 Confirmed 2005 2007 3 EN 1536 Bored Piles 1992 1995 1997 1999 Confirmed 2002 2007 4 EN 12063 Sheet-Pile Walls 1993 1996 1998 1999 Confirmed 2005 2010 5 EN 12699 Displacement Piles 1994 1997 2000 2000 Confirmed 2005 2010 6 EN 12715 Grouting 1994 1998 2000 2000 Confirmed 2005 2010 7 EN 12716 Jet Grouting 1994 1998 2001 2001 Confirmed 2006 2011 8 EN 14199 Micropiles 1996 2002 2004 2005 Published 2006 2011 9a pren 14490 Soil Nailing 1997 2002 Disbanded 2005 2007 2009? 2010? Revived 2006 9b EN 14475 Reinforced Fill 1997 2002 2005 2006 Published 2006 2011 10 EN 14679 Deep Mixing 1999 2003 2005 2005 Published 2005 2010 11 EN 15237 Vertical Drains 1999 2005 2006 2007 Published 2007 2012 12 EN 14731 Deep Vibration 1999 2003 2005 2005 Published 2005 2010 NOM april 2008 3 www.aarsleff.com

TC 288 Execution standards PNE rules Degree of obligation, rangorden, hierarki RQ: Requirement, shall, skal, analogt til normtekst, principal rules P( ) RC: Recommendation, should, bør PE: Permission, may, må, tilladelse (under visse betingelser) PO: Possibility, can, kan, mulighed, option TC 288 ønsker PNE rules indført i alle udførelsesstandarder (of Eurocodes) NOM april 2008 4 www.aarsleff.com

TC 288 Execution standards, S-415 review NOM april 2008 5 www.aarsleff.com

TC 288 Execution standards, S-415 review NOM april 2008 6 www.aarsleff.com

TC 288 Execution standards, S-415 review NOM april 2008 7 www.aarsleff.com

TC 288 Execution standards, S-415 review TC 250 / SC 7 Meeting in Copenhagen, 2006 NOM april 2008 8 www.aarsleff.com

TC 288 Execution standards, S-415 review TC 250 / SC 7 Meeting in Copenhagen, 2006 1. What is the lower boundary of the soil body to be included in the verification of the uplift resistance? 2. What is the requirement to / relevance of a free length of an uplift anchor? 3. What is the difference between an anchor and a tension pile? and a soil nail, and a rock bolt NOM april 2008 9 www.aarsleff.com

EN 1537: Ground anchors: Review comments, general EN 1537 is not yet much used in continental Europe, several NAD s exist or are in preparation Harmonise with EN 1997-1 Geotechnical Design : terminology, definitions, Annex D, failure criteria Harmonise with EN ISO 22477-5 Testing of Anchorages : terminology, delete stress testing procedures (Annex E) (other tests to remain!) The testing procedures 1, 2 & 3 are not always reflecting experience and practice of countries where respective methods are used, leading to NAD s Improve presentation and structure of document, check definitions, include explaining figures Harmonise with other TC 288 Standards and EC 7, e.g. Clauses 4 & 5: ground investigation and needs for the project Improve distinguishment of temporary, permanent and med. time anchors Requirements for corrosion protection to be more precise, add figures NOM april 2008 10 www.aarsleff.com

Suggested first activities WG 14 (Anchors) Re-stucture clauses and subclauses and improve understanding Short and numbered subclauses of one degree of obligation only (see EN 1536 for example), Indicate obligations: RQ, RC, PE, PO, NOTE (and ST (=statement) if necessary) Correct obligations as necessary Add illustrative figures Harmonize with EN 1997-1 Cl. 8 and pren 22477-5 Keep only general requirements for stress testing, delete procedures Harmonize definitions Keep other testing requirements (e.g. corrosion protection) Harmonize with other TC 288 standards Check headings of main clauses (M Fross to provide proposal) Check suggestions for common Clauses 4.1, 5.1 and 11 (W Linder and H Siebke to provide proposal) Check definitions (Cl. 3) Harmonize materials (e.g. corrosion protection and grout, EN 14990) Technical issues Check and harmonize supervision subclauses and tables with techn. Requirements Check and improve grout issues Check and improve reinforcement details NOM april 2008 11 www.aarsleff.com

TC 341 Investigation and testing NOM april 2008 12 www.aarsleff.com

TC 341 Investigation and testing NOM april 2008 13 www.aarsleff.com

TC 341 Investigation and testing NOM april 2008 14 www.aarsleff.com

TC 341 Investigation and testing S-415 reviews: ISO 22282: Geohydraulic testing (Geohydraulisk prøvning) pren ISO 22282-3: Water pressure test in rock pren ISO 22282-4: Pumping test pren ISO 22282-5: Infiltrometer test ISO 22475: Sampling pren ISO 22475-5 Flexibel dilatometertest pren ISO 22475-7 Borehole jack test ISO 22476: Field testing pren ISO 22476-4: Ménard pressumeter test NOM april 2008 15 www.aarsleff.com

TC 341 Investigation and testing ISO 22477: Testing of geotechnical structures pren ISO 22477-1: Pile load test - static axially loaded compression test pren ISO 22477-2: Pile load test - static axially loaded tension test pren ISO 22477-3: Pile load test - static transversally loading test pren ISO 22477-4: Pile load test - dynamic axially loaded compression test pren ISO 22477-5: Testing of anchorages pren ISO 22477-6: Testing of nailing pren ISO 22477-7: Testing of reinforced fill ISO TS 17872: Laboratory testing of soils Review of Part 1 12, Target date: Stage 30.99: 2009-11. according to Resolution 92 98 taken in Vilnius, Oct. 2007 (page 7) NOM april 2008 16 www.aarsleff.com

Afstemningsprocedure hos CEN NOM april 2008 17 www.aarsleff.com

DS s afstemningsprocedure, før Til S-415 Hermed fremsendes: Forslag til CEN/TC 341 pren ISO 22476-12 Geotechnical investigation and testing - Field testing - Part 12: Mechanical cone penetration test (CPT) Forslaget er i offentlig høring i perioden 16. maj til 14. august med stemmefrist den 13. september 2006. Se forslaget i EDDA på adressen: http://edda.ds.dk/livelink/llisapi.dll?func=ll&objid=2238634&objaction=browse&sor t=name Hvis jeg ikke hører fra dig senest en uge før deadline, tager jeg det som udtryk for, at DS kan stemme "JA" uden kommentarer.* NOM april 2008 18 www.aarsleff.com

DS s afstemningsprocedure, nu Til S-415 Emne: pren 14490 i høring Hermed fremsendes pren 14490 Udførelse af specielle geotekniske arbejder - Borede pæle Forslaget er i offentlig dansk høring i perioden 2007-10-27 til 200-01-27 Der er officiel deadline for dansk stemmeafgivelse 2008-02-27. Hvis jeg ikke hører fra dig senest to uger før fristen, tager jeg det som udtryk for, at DS kan stemme "ABSTAIN" med en bemærkning om, at der ikke er dansk interesser. Er der andre end udvalget, der skal have direkte besked om forslaget? Venlig hilsen Lars Ravn-Jensen NOM april 2008 19 www.aarsleff.com

Anchor task group NOM april 2008 20 www.aarsleff.com

Anchor task group NOM april 2008 21 www.aarsleff.com

Anchor task group NOM april 2008 22 www.aarsleff.com

Anchor task group NOM april 2008 23 www.aarsleff.com

Anchor task group, Working programme The working group in charge of further harmonizing of the testing of anchorages will use EN ISO 22477-5 as a basis for their work. It will consider the comments that have been received by the inquiry and revise the draft in close contact and coordination with TC 288 and SC 7 of TC 250. The aim will be: to concentrate all provisions for testing of anchorages including the procedures for their evaluation in EN ISO 22477-5 so that Annexes D and E of EN 1537 can be cancelled when it is revised. If necessary the working group will also propose amendments for Section 8 of EC 7-1 so that the determination of the characteristic value of the pull-out resistance described in EN ISO 22477-5 matches the provisions for the anchor design of EC 7-1. NOM april 2008 24 www.aarsleff.com