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Field Measurements of Horizontal Stress on an Instrumented Pile in Sand

Gavin, K. G. / Chatta, I. / O'Kelly, B. C.

This paper presents field measurements of the shaft shear stress and the horizontal stress made during the installation of a 73mm diameter instrumented pile in a heavily over-consolidated dense sand deposit. The measurements are compared with Cone Penetration Test (CPT) measurements to investigate the causes of friction fatigue on displacement piles in sand.

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Field Measurements of Horizontal Stress on an Instrumented Pile in Sand

Gavin, K. G. / Chatta, I. / O'Kelly, B. C.

This paper presents field measurements of the shaft shear stress and the horizontal stress made during the installation of a 73mm diameter instrumented pile in a heavily over-consolidated dense sand deposit. The measurements are compared with Cone Penetration Test (CPT) measurements to investigate the causes of friction fatigue on displacement piles in sand.

Field Measurements of Horizontal Stress on an Instrumented Pile in Sand

Gavin, K. G. / Chatta, I. / O'Kelly, B. C.

This paper presents field measurements of the shaft shear stress and the horizontal stress made during the installation of a 73mm diameter instrumented pile in a heavily over-consolidated dense sand deposit. The measurements are compared with Cone Penetration Test (CPT) measurements to investigate the causes of friction fatigue on displacement piles in sand.

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Titel:

Field Measurements of Horizontal Stress on an Instrumented Pile in Sand

Beteiligte:

Gavin, K. G. (Autor:in) / Chatta, I. (Autor:in) / O'Kelly, B. C. (Autor:in)

Kongress:

GeoCongress 2006 ; 2006 ; Atlanta, Georgia, United States

Erschienen in:

GeoCongress 2006 ; 1-6

Erscheinungsdatum:

21.02.2006

ISBN:

DOI:

https://doi.org/10.1061/40803(187)81

Medientyp:

Aufsatz (Konferenz)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Piles , Measurement , Geotechnical engineering , Information management , Computer applications , Shear stress , Sand, soil type

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Field Measurements of Horizontal Stress on an Instrumented Pile in Sand

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