Axial pile resistances of different pile systems based on empirical values

Hans-Georg Kempfert; Patrick Becker

doi:10.1061/41106(379)18

Axial pile resistances of different pile systems based on empirical values

Hans-Georg Kempfert, Patrick Becker

Civil And Environmental Engineering

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution book

11 Citations (Scopus)

Abstract

The basics of the derivation of axial pile capacity based on empirical values and selected results are presented. Empirical values for both base and shaft resistances based on soil strength, e.g. the resistance of cone penetration tests or the undrained shear strength, are derivated for a range of commonly used pile systems. Up to 1000 pile load tests on displacement piles, such as precast concrete, cast in place, steel, and screwed cast in place piles, etc. and micro piles are evaluated. The result of this study has been already integrated in the national German recommendations for piles “EA-Pfähle”.

Original language	English
Title of host publication	Deep foundations and geotechnical in situ testing
Subtitle of host publication	proceedings of sessions of Geoshanghai 2010, June 3-5, 2010 Shanghi, China
Editors	Robert Y. Liang, Feng Zhang, Ke Yang
Place of Publication	0784411069
Pages	149-154
Number of pages	6
DOIs	https://doi.org/10.1061/41106(379)18
Publication status	Published - 1 Apr 2010

Keywords

piles
deep foundations
axial loads
empirical pile resistances
EA-pfähle
static pile load tests

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10.1061/41106(379)18

Cite this

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title = "Axial pile resistances of different pile systems based on empirical values",

abstract = "The basics of the derivation of axial pile capacity based on empirical values and selected results are presented. Empirical values for both base and shaft resistances based on soil strength, e.g. the resistance of cone penetration tests or the undrained shear strength, are derivated for a range of commonly used pile systems. Up to 1000 pile load tests on displacement piles, such as precast concrete, cast in place, steel, and screwed cast in place piles, etc. and micro piles are evaluated. The result of this study has been already integrated in the national German recommendations for piles “EA-Pf{\"a}hle”.",

keywords = "piles, deep foundations, axial loads, empirical pile resistances, EA-pf{\"a}hle, static pile load tests",

author = "Hans-Georg Kempfert and Patrick Becker",

note = "Geotechnical Special Publication 205 ",

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doi = "10.1061/41106(379)18",

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Axial pile resistances of different pile systems based on empirical values. / Kempfert, Hans-Georg; Becker, Patrick.

Deep foundations and geotechnical in situ testing: proceedings of sessions of Geoshanghai 2010, June 3-5, 2010 Shanghi, China. ed. / Robert Y. Liang; Feng Zhang; Ke Yang. 0784411069, 2010. p. 149-154.

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution book

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T1 - Axial pile resistances of different pile systems based on empirical values

AU - Kempfert, Hans-Georg

AU - Becker, Patrick

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PY - 2010/4/1

Y1 - 2010/4/1

N2 - The basics of the derivation of axial pile capacity based on empirical values and selected results are presented. Empirical values for both base and shaft resistances based on soil strength, e.g. the resistance of cone penetration tests or the undrained shear strength, are derivated for a range of commonly used pile systems. Up to 1000 pile load tests on displacement piles, such as precast concrete, cast in place, steel, and screwed cast in place piles, etc. and micro piles are evaluated. The result of this study has been already integrated in the national German recommendations for piles “EA-Pfähle”.

AB - The basics of the derivation of axial pile capacity based on empirical values and selected results are presented. Empirical values for both base and shaft resistances based on soil strength, e.g. the resistance of cone penetration tests or the undrained shear strength, are derivated for a range of commonly used pile systems. Up to 1000 pile load tests on displacement piles, such as precast concrete, cast in place, steel, and screwed cast in place piles, etc. and micro piles are evaluated. The result of this study has been already integrated in the national German recommendations for piles “EA-Pfähle”.

KW - piles

KW - deep foundations

KW - axial loads

KW - empirical pile resistances

KW - EA-pfähle

KW - static pile load tests

UR - http://dx.doi.org/10.1061/41106(379)18

U2 - 10.1061/41106(379)18

DO - 10.1061/41106(379)18

M3 - Conference contribution book

SN - 9780784411063

SP - 149

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BT - Deep foundations and geotechnical in situ testing

A2 - Liang, Robert Y.

A2 - Zhang, Feng

A2 - Yang, Ke

CY - 0784411069

ER -

Axial pile resistances of different pile systems based on empirical values

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Keywords

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