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Piles in permafrost for bridge foundations

Crory, F.E. / Matlock, C.S.

Cooperative study to improve design criteria for piles in permafrost by extending existing data and criteria on installation methods, bearing capacity and frost heave control techniques; performance of six bridges is monitored by monthly observations of ground temperature assemblies and vertical movement points; soil conditions, design considerations, typical pile driving records and construction details of three bridges near Fairbanks, Alaska; pile load tests of driven H-piles, with and without shoes, at two bridge sites are compared; direct means of preventing detrimental displacement from frost heaving by providing air space beneath pile cap and use of antiheaving oil-wax-soil mixture.

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Piles in permafrost for bridge foundations

Crory, F.E. / Matlock, C.S.

Cooperative study to improve design criteria for piles in permafrost by extending existing data and criteria on installation methods, bearing capacity and frost heave control techniques; performance of six bridges is monitored by monthly observations of ground temperature assemblies and vertical movement points; soil conditions, design considerations, typical pile driving records and construction details of three bridges near Fairbanks, Alaska; pile load tests of driven H-piles, with and without shoes, at two bridge sites are compared; direct means of preventing detrimental displacement from frost heaving by providing air space beneath pile cap and use of antiheaving oil-wax-soil mixture.

Piles in permafrost for bridge foundations

Crory, F.E. / Matlock, C.S.

Cooperative study to improve design criteria for piles in permafrost by extending existing data and criteria on installation methods, bearing capacity and frost heave control techniques; performance of six bridges is monitored by monthly observations of ground temperature assemblies and vertical movement points; soil conditions, design considerations, typical pile driving records and construction details of three bridges near Fairbanks, Alaska; pile load tests of driven H-piles, with and without shoes, at two bridge sites are compared; direct means of preventing detrimental displacement from frost heaving by providing air space beneath pile cap and use of antiheaving oil-wax-soil mixture.

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Title:

Piles in permafrost for bridge foundations

Additional title:

ASCE Structural Engineering Conf -- Prepr

Contributors:

Crory, F.E. (author) / Matlock, C.S. (author)

Conference:

ASCE Structural Engineering Conference ; 1967

Published in:

ASCE Structural Engineering Conference -- Preprint

Publication date:

1967

Size:

41 pages

Type of media:

Conference paper

Type of material:

Print

Language:

English

Keywords:

© Metadata Copyright Elsevier B. V. All rights reserved.

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