En 14679 Execution of Special Geotechnical Works

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EN 14679:2005 (E)

ICS 93.020

EN14679

2005

-

(CEN) 28 2005.

CEN CEN/CENELEC, - . , CEN.

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CEN , , , , , ,, , , , , , , , , , , ,, , , , , , , , .

: rue de Stassart, 36 B-1050

Brussels

2005 CEN CEN . No. EN 14679:2005: E

1


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Page

1 .......................................................................................................................................5

2 ...................................................................................................................... .......5

3 ......................................................................................................................... .....6

4 , ..................................................................................8

4.1 .......................................................................................................................................84.2 ............................................................................................................................9

5 - .........................................................................................................95.1 .................................................................................................................................. ......95.2 ............................................................................................................... ...........9

6 ..............................................................................................................................106.1 .................................................................................................................................... ..106.2 ...........................................................................................................................11

7 , ...........................................................................................117.1 .................................................................................................................................... ..117.2 ...................................................................................................127.3 ....................................................................................................................127.4 ................................ ............ ...127.5 ......................................................................................................................13

8 ......................................................................................................................................148.1 ()...............................................................................................................148.2 ............................................................................................. ...........14

8.3 ........................................................................................................................... ........148.4 .........................................................................................................................................148.4.1 ................................................................................................................................... ...158.5 ...................................................................................................................158.6 ...................................................................................................................... .......158.6.1 ............................................................................................................................. .........158.6.2 ............................................................................................................................ .........168.6.3 .................................................................................................................................168.7 ........................................................................................................17

9 , ..............................................................................................................179.1 ................................................................................................................................ ......179.2 .........................................................................................................................................................189.3 ...................................................................................................................................................18

9.4 ........................................................................................................................................ .........189.5 ....................................................................................................199.6 ......................................................................................................................................... ..19

10 ................................................................................................................................................2010.1 ............................................................................................... .......2010.2 ........................................................................................................20

11 ....................................................................................................................................2011.1 .................................................................................................................................... ..2011.2 .......................................................................................................................................... ....2011.3 .......................................................................................................................2011.4 ...........................................................................................................21

A () ..............................................22


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A.1 ......................................................................................................................................................22A.2 ........................................................................................................................ ......... ...22A.3 .................................................................................................................................. ....22A.3.1 .......................................................................................................................................22A.3.2 ......................................................................................................................................25

A.3.3 .................................................................................................................................30A.3.4 ...................................................................................................................... ......... ...33A.3.5 .........................................................................................................................36A.4 ................................................................................................... ......... ...37

B () ........................................................................................39B.1 .......................................................................................................................................38B.1.1 ....................................................................................................................... ......... ....38B.1.2 .................................................................................................................................................38B.2 .........................................................................................................................40B.3 .......................................................................................40B.4 ......................................................................................................................................41B.5 ...................................................................................................................................................42B.5.1 .......................................................................................................................................42

B.5.2 ............................................................................................................. ......... ....42B.5.3 ....................................................................................................................................44B.6 .........................................................................45B.6.1 .........................................................................................................45B.6.2 ............46B.7 ...........................................................................................................................47B.7.1 ............................................................................................................................................ ...47B.7.2 ....................................................................................................................................................... ...50B.7.3 .......................................................................................................................................... ......50

C () ...................................................................52


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(EN 14679:2005) CEN/TC 288 " - ", AFNOR.

, 2005, 2005.

EN 1997-1 prEN 1997-2. , , , .

CEN/CENELEC : , , , , , ,, , , , , , , , , , ,, , , , , , , , , .


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EN 196-2, 2:

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EN 451,

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prEN 1997-2, 7 2:

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ENV 10080, , B 500

,

EN ISO 14688-1, 1: (ISO 14688-1:2002)

EN ISO 14688-2,

2: (ISO 14688-2:2004)

EN ISO 14689-1, 1: (ISO 14689-1:2003).

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EN 14679:2005 (E)

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EN 14679:2005 (E)

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EN 14679:2005 (E)

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EN 14679:2005 (E)

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EN 14679:2005 (E)

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EN 14679:2005 (E)

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EN 14679:2005 (E)

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EN 14679:2005 (E)

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EN 14679:2005 (E)

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EN 14679:2005 (E)

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EN 14679:2005 (E)

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EN 14679:2005 (E)

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EN 14679:2005 (E)

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EN 14679:2005 (E)

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EN 14679:2005 (E)

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EN 14679:2005 (E)

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EN 14679:2005 (E)

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EN 14679:2005 (E)

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EN 14679:2005 (E)

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EN 14679:2005 (E)

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a - / ; b - ; c - ; d - ; e - ; f - / ; g - ; h - ; i -

.

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()

:

- RQ : ;

- RC : ;

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EN 14679:2005 (E)

[1] Baker, S. (2000), Deformation behaviour of lime/cement column stabilized clay. Doctoral Thesis, ChalmersUniv. of Technology, Gothenburg.

[2] Broms, B. (1991), Stabilisation of soil with lime columns. In Foundation Engineering Handbook, 2nd Edition, vanNostrand Reinhold, New York, Chapter 24, 833-855.

[3] Broms B. (1992), Lime stabilisation. In Ground Improvement, (ed. M. P. Moseley), Blackie Academic &Professional, 65-99.Bruce, D. A., Bruce, M. E. & DiMillio, A. F. (2000). Deep mixing: QA/QC and verificationmethods. Grouting-Soil Improvement Geosystems including Reinforcement, Finnish Geotechnical Society(Editor Hans Rathmeyer), pp. 11-22.

[4] Carlsten, P. (1995), Lime and lime/cement columns. SGF Rapport 4:95E.

[5] CDIT (2002), Deep Mixing Method Principle, Design and Construction Coastal Development Institute ofTechnology, Japan.

[6] EuroSoilStab (2002). Development of design and construction methods to stabilise soft organic soils. Designguide soft soil stabilisation. CT97-0351. Project No. BE-96-3177. European Commission. Industrial & MaterialsTechnologies Programme (Brite-EuRam III). Brussels

[7] Hoikkala, S., Leppanen, M. & Lahtinen, P. (1997). Blockstabilization of peat in road construction. Proc. 14th

ICSMFE, Hamburg, Vol. 3, pp.1693-1696.

[8] Kitazume, M., Okane, K. & Miyajima, S. (2000). Centrifuge model tests on failure envelope of column type DMMimproved ground. Soils and Foundations, Vol. 40, No. 4, 43-55.

[9] Kitazume, M., Omine, K., Miuyake, M. & Fujisawa, H. (1996). Japanese Geotechnical Society TechnicalCommittee Report Japanese design procedures and recent DMM activities Grouting and deep mixing.Proc. 2nd Int. Conf. Ground Improvement Geosystems, Balkema 2: 925-930.

[10]Kivelo, M. (1998). Stabilization of embankments on soft soil with lime/cement columns. Doctoral Thesis, RoyalInstitute of Technology, Stockholm.

[11]Larsson, S. (2003). Mixing process for ground improvement by deep mixing. Doctoral. Thesis, Royal Institute of

Technology, Stockholm.

[12]Matsumoto, J., Ohbayashi, J. Harada, K., Tsuboi, H. & Matsui, T. (1998). Application examples of someinnovative ground improvement techniques developed in Japan. Proc. 2nd Int. Conf. on Ground ImprovementTechniques, pp. 339-346.Mohrmann, Chr. (1994). Dammsanierung mit dem Deep-Soil-Mixing Verfahren in denUSA (after Walker, A. D. "DSM saves the dam", Civil Engineering, ASCE, Vol. 64, No. 12, 48-51).

[13]Porbaha, A. (2000), State-of-the-art in deep mixing technology design considerations. Ground Improvement4, 111-125.

[14]Porbaha, A. (2001), Effect of installation on quality of deep mixed soil cement columns. Proc. of Soil MixingSeminar at Deep Foundation Institute, Clayton, Missouri, 95-109.

[15]Porbaha, A., Tanaka, H. & Kobayashi, M. (1998), State-of-the-art in deep mixing technology, Part 2 :

Applications. Ground Improvement 2, No. 3, 125-139.

[16]Porbaha, A., Shibuya, S. & Kishida, T. (2000), State-of-the-art in deep mixing technology Geomaterialcharacterization of deep mixing. Ground Improvement 4, No.3, 91-110.


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EN 14679:2005 (E)

[17]Porbaha, A., Raybaut, J. L. & Nicholson, P. (2001), State-of-the-art in construction aspects of deep mixingtechnology. Ground Improvement5, No. 3, 123-140.

[18] Saitoh, S., Suzuki, Y., Nishioka, S. & Okumura, R. (1996). Required strength of cement improved ground.Grouting and Deep Mixing. Proc. of IS-Tokyo, 2nd Int. Conf. Ground Improvement Geosystems, Vol 1. pp. 557-562.

[19]Sakai, S., Takano, S. & Ogawa, K. (1996), Consideration on the target strength of deep mixing methods. Proc.

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Japan National Conf. on Geot. Engng, 131-132.

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[21]SGF Rapport 2:2000, Kalk- och kalkcementpelare. Vagledning for projektering, utforande och kontroll (Limeand lime/cement columns. Guidance for projecting, execution and control). Swedish Geotechnical Society.

[22] Tanaka, Y., Tsuboi, H., Yamamoto, M. Harada, K. & Matsui, T. (2002). Innovative ground improvementtechnology in Japan. Proc. 6th Int. Symp. on Environmental Geotechnology and Global SustainableDevelopment(to be published).

[23]Terashi, M. (1997). Theme lecture : Deep mixing method Brief state-of-the-art. Proc. 14th Int. Conf. SoilMech. Found. Engng, hamburg, Vol. 4, pp. 2475-2478.

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Century, Vol. A, 180-193. The Society of Material Science, Japan.

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century, Vol. A, 180-193. The Society of Material Science, Japan.

[27] US Department of Transportation (2000), An Introduction to the Deep Soil Mixing Methods as used inGeotechnical Applications. Publication No. FHWA-RD-99-138, Federal Highway Administration.

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[29] EN ISO 9000, Quality management systems Fundamentals and vocabulary (ISO 9000:2000)

En 14679 Execution of Special Geotechnical Works

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