Essai de chargement de pointe: facteurs d'influence et détermination de modules de déformation

H. Ali; P. Reiffsteck; H. van de Graaf; A.E.C. van der Stoel; R. Gourves; C. Bacconet; F. Baguelin

doi:10.3233/978-1-60750-031-5-985

Essai de chargement de pointe: facteurs d'influence et détermination de modules de déformation

Translated title of the contribution: Cone loading test: influence factors and deformation moduli determination

H. Ali, P. Reiffsteck, H. van de Graaf, A.E.C. van der Stoel, R. Gourves, C. Bacconet, F. Baguelin

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › Academic › peer-review

2 Citations (Scopus)

341 Downloads (Pure)

Abstract

The Cone Loading Test with a static penetrometer consists in stopping the penetration at a desired level and carrying out a loading of the cone by successive steps until the rupture of the ground. We obtain a loading curve connecting the applied pressure on the cone to the settlement resulting from this one. This communication presents the various factors of influence, the correction methods and a deformation moduli study developed to carry out the interpretation of a Cone Loading Test. We present the results collected from a campaign carried out with a semi-heavy traditional static penetrometer.

Translated title of the contribution	Cone loading test: influence factors and deformation moduli determination
Original language	French
Title of host publication	17th International Conference on Soil Mechanics and Geotechnical Engineering
Subtitle of host publication	5-9 October 2009, Alexandria, Egypt
Editors	Mamdouh Hamza, Marawan Shahien, Yasser El-Mossallamy
Place of Publication	Amsterdam
Publisher	IOS
Pages	985-988
ISBN (Print)	978-1-60750-031-5
DOIs	https://doi.org/10.3233/978-1-60750-031-5-985
Publication status	Published - 5 Oct 2009
Event	17th International Conference on Soil Mechanics & Geotechnical Engineering, ICSMGE 2009: The Academia and Practice of Geotechnical Engineering - Alexandria, Egypt Duration: 5 Oct 2009 → 9 Oct 2009 Conference number: 17

Conference

Conference	17th International Conference on Soil Mechanics & Geotechnical Engineering, ICSMGE 2009
Abbreviated title	ICSMGE
Country/Territory	Egypt
City	Alexandria
Period	5/10/09 → 9/10/09

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10.3233/978-1-60750-031-5-985Licence: CC BY-NC

Ali2009essaiFinal published version, 218 KBLicence: CC BY-NC

Cite this

Ali, H., Reiffsteck, P., van de Graaf, H., van der Stoel, A. E. C., Gourves, R., Bacconet, C., & Baguelin, F. (2009). Essai de chargement de pointe: facteurs d'influence et détermination de modules de déformation. In M. Hamza, M. Shahien, & Y. El-Mossallamy (Eds.), 17th International Conference on Soil Mechanics and Geotechnical Engineering: 5-9 October 2009, Alexandria, Egypt (pp. 985-988). IOS. https://doi.org/10.3233/978-1-60750-031-5-985

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title = "Essai de chargement de pointe: facteurs d'influence et d{\'e}termination de modules de d{\'e}formation",

abstract = "The Cone Loading Test with a static penetrometer consists in stopping the penetration at a desired level and carrying out a loading of the cone by successive steps until the rupture of the ground. We obtain a loading curve connecting the applied pressure on the cone to the settlement resulting from this one. This communication presents the various factors of influence, the correction methods and a deformation moduli study developed to carry out the interpretation of a Cone Loading Test. We present the results collected from a campaign carried out with a semi-heavy traditional static penetrometer.",

author = "H. Ali and P. Reiffsteck and {van de Graaf}, H. and {van der Stoel}, A.E.C. and R. Gourves and C. Bacconet and F. Baguelin",

year = "2009",

month = oct,

day = "5",

doi = "10.3233/978-1-60750-031-5-985",

language = "French",

isbn = "978-1-60750-031-5",

pages = "985--988",

editor = "Mamdouh Hamza and Marawan Shahien and Yasser El-Mossallamy",

booktitle = "17th International Conference on Soil Mechanics and Geotechnical Engineering",

publisher = "IOS",

address = "Netherlands",

note = "17th International Conference on Soil Mechanics & Geotechnical Engineering, ICSMGE 2009 ; Conference date: 05-10-2009 Through 09-10-2009",

}

Ali, H, Reiffsteck, P, van de Graaf, H, van der Stoel, AEC, Gourves, R, Bacconet, C & Baguelin, F 2009, Essai de chargement de pointe: facteurs d'influence et détermination de modules de déformation. in M Hamza, M Shahien & Y El-Mossallamy (eds), 17th International Conference on Soil Mechanics and Geotechnical Engineering: 5-9 October 2009, Alexandria, Egypt. IOS, Amsterdam, pp. 985-988, 17th International Conference on Soil Mechanics & Geotechnical Engineering, ICSMGE 2009, Alexandria, Egypt, 5/10/09. https://doi.org/10.3233/978-1-60750-031-5-985

Essai de chargement de pointe: facteurs d'influence et détermination de modules de déformation. / Ali, H.; Reiffsteck, P.; van de Graaf, H. et al.
17th International Conference on Soil Mechanics and Geotechnical Engineering: 5-9 October 2009, Alexandria, Egypt. ed. / Mamdouh Hamza; Marawan Shahien; Yasser El-Mossallamy. Amsterdam: IOS, 2009. p. 985-988.

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › Academic › peer-review

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T1 - Essai de chargement de pointe

T2 - 17th International Conference on Soil Mechanics & Geotechnical Engineering, ICSMGE 2009

AU - Ali, H.

AU - Reiffsteck, P.

AU - van de Graaf, H.

AU - van der Stoel, A.E.C.

AU - Gourves, R.

AU - Bacconet, C.

AU - Baguelin, F.

N1 - Conference code: 17

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N2 - The Cone Loading Test with a static penetrometer consists in stopping the penetration at a desired level and carrying out a loading of the cone by successive steps until the rupture of the ground. We obtain a loading curve connecting the applied pressure on the cone to the settlement resulting from this one. This communication presents the various factors of influence, the correction methods and a deformation moduli study developed to carry out the interpretation of a Cone Loading Test. We present the results collected from a campaign carried out with a semi-heavy traditional static penetrometer.

AB - The Cone Loading Test with a static penetrometer consists in stopping the penetration at a desired level and carrying out a loading of the cone by successive steps until the rupture of the ground. We obtain a loading curve connecting the applied pressure on the cone to the settlement resulting from this one. This communication presents the various factors of influence, the correction methods and a deformation moduli study developed to carry out the interpretation of a Cone Loading Test. We present the results collected from a campaign carried out with a semi-heavy traditional static penetrometer.

U2 - 10.3233/978-1-60750-031-5-985

DO - 10.3233/978-1-60750-031-5-985

M3 - Conference contribution

SN - 978-1-60750-031-5

SP - 985

EP - 988

BT - 17th International Conference on Soil Mechanics and Geotechnical Engineering

A2 - Hamza, Mamdouh

A2 - Shahien, Marawan

A2 - El-Mossallamy, Yasser

PB - IOS

CY - Amsterdam

Y2 - 5 October 2009 through 9 October 2009

ER -

Ali H, Reiffsteck P, van de Graaf H, van der Stoel AEC, Gourves R, Bacconet C et al. Essai de chargement de pointe: facteurs d'influence et détermination de modules de déformation. In Hamza M, Shahien M, El-Mossallamy Y, editors, 17th International Conference on Soil Mechanics and Geotechnical Engineering: 5-9 October 2009, Alexandria, Egypt. Amsterdam: IOS. 2009. p. 985-988 doi: 10.3233/978-1-60750-031-5-985

Essai de chargement de pointe: facteurs d'influence et détermination de modules de déformation

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