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Estimation of Pile Resistance in Soils Prone to Slump-Type Settlement from Results of Static Probing

Dzagov, A. M.

Abstract Results are presented for static tests of precast piles 6–24 m long, and static probing of soils at experimental proving grounds. Negative-friction forces of soils prone to slump-type settlement and total pile resistance are estimated on the basis of data derived from static probing of the soils. The need for correction of individual positions taken in Body of Rules 50-102-2003 in conformity with Construction Rule and Regulation 2.02.03-85 is noted.

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Estimation of Pile Resistance in Soils Prone to Slump-Type Settlement from Results of Static Probing

Dzagov, A. M.

Abstract Results are presented for static tests of precast piles 6–24 m long, and static probing of soils at experimental proving grounds. Negative-friction forces of soils prone to slump-type settlement and total pile resistance are estimated on the basis of data derived from static probing of the soils. The need for correction of individual positions taken in Body of Rules 50-102-2003 in conformity with Construction Rule and Regulation 2.02.03-85 is noted.

Estimation of Pile Resistance in Soils Prone to Slump-Type Settlement from Results of Static Probing

Dzagov, A. M.

Abstract Results are presented for static tests of precast piles 6–24 m long, and static probing of soils at experimental proving grounds. Negative-friction forces of soils prone to slump-type settlement and total pile resistance are estimated on the basis of data derived from static probing of the soils. The need for correction of individual positions taken in Body of Rules 50-102-2003 in conformity with Construction Rule and Regulation 2.02.03-85 is noted.

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Titel:

Estimation of Pile Resistance in Soils Prone to Slump-Type Settlement from Results of Static Probing

Beteiligte:

Dzagov, A. M. (Autor:in)

Erschienen in:

Soil Mechanics and Foundation Engineering ; 42

Erscheinungsdatum:

2005

ISSN:

DOI:

https://doi.org/10.1007/s11204-006-0006-6

Medientyp:

Aufsatz (Zeitschrift)

Format:

Print

Sprache:

Englisch

Schlagwörter:

Construction Rule , Civil Engineer , Hydraulic Engineer , Individual Position , Structural Foundation

Klassifikation:

Lokalklassifikation TIB: 770/6545/8000
BKL: 56.20 Ingenieurgeologie, Bodenmechanik

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