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Tension pile tests in chalk

Tension pile tests in chalk
Tension pile tests in chalk
This paper reports the results of a series of pull-out tests performed on mini-piles in chalk. Also reported are load–displacement data for similar piles when used in a group, for anchoring large-diameter plate loading test equipment. A comparison is made with the limited data reported in the literature. The observed uplift resistance of these piles is compared with that predicted by existing design methods, based upon SPT, and vertical effective stress.

anchors, chalk, design, load tests, piles
1470-9236
201-212
Matthews, M.C.
d02f32ac-4928-4942-810e-f60e7d7123a5
Clayton, C.R.I.
8397d691-b35b-4d3f-a6d8-40678f233869
Bica, A.V.D
0c884221-c53b-46fd-8300-3e5d006ebde5
Matthews, M.C.
d02f32ac-4928-4942-810e-f60e7d7123a5
Clayton, C.R.I.
8397d691-b35b-4d3f-a6d8-40678f233869
Bica, A.V.D
0c884221-c53b-46fd-8300-3e5d006ebde5

Matthews, M.C., Clayton, C.R.I. and Bica, A.V.D (2000) Tension pile tests in chalk. Quarterly Journal of Engineering Geology and Hydrogeology, 33 (3), 201-212. (doi:10.1144/qjegh.33.3.201).

Record type: Article

Abstract

This paper reports the results of a series of pull-out tests performed on mini-piles in chalk. Also reported are load–displacement data for similar piles when used in a group, for anchoring large-diameter plate loading test equipment. A comparison is made with the limited data reported in the literature. The observed uplift resistance of these piles is compared with that predicted by existing design methods, based upon SPT, and vertical effective stress.

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More information

Published date: 2000
Keywords: anchors, chalk, design, load tests, piles

Identifiers

Local EPrints ID: 75063
URI: http://eprints.soton.ac.uk/id/eprint/75063
ISSN: 1470-9236
PURE UUID: 4c060889-cd26-48a2-afe6-039d8fd3fa02
ORCID for C.R.I. Clayton: ORCID iD orcid.org/0000-0003-0071-8437

Catalogue record

Date deposited: 11 Mar 2010
Last modified: 14 Mar 2024 02:43

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Contributors

Author: M.C. Matthews
Author: C.R.I. Clayton ORCID iD
Author: A.V.D Bica

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