Generalized finite-element algorithm for laterally loaded piles in permafrost in comparison with measurements
This paper introduces an elasto-viscoplastic approach for the problem of a single laterally loaded pile in permafrost. The method requires the knowledge of a subgrade modulus k, a creep modulus k r , a yield strength q y , a displacement hardening parameter H* (for an ice-rich soil this amounts to a...
Published in: | Canadian Geotechnical Journal |
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Language: | English |
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Canadian Science Publishing
1991
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Online Access: | http://dx.doi.org/10.1139/t91-069 http://www.nrcresearchpress.com/doi/pdf/10.1139/t91-069 |
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crcansciencepubl:10.1139/t91-069 2023-12-17T10:31:31+01:00 Generalized finite-element algorithm for laterally loaded piles in permafrost in comparison with measurements Foriero, A. Ladanyi, B. 1991 http://dx.doi.org/10.1139/t91-069 http://www.nrcresearchpress.com/doi/pdf/10.1139/t91-069 en eng Canadian Science Publishing http://www.nrcresearchpress.com/page/about/CorporateTextAndDataMining Canadian Geotechnical Journal volume 28, issue 4, page 523-541 ISSN 0008-3674 1208-6010 Civil and Structural Engineering Geotechnical Engineering and Engineering Geology journal-article 1991 crcansciencepubl https://doi.org/10.1139/t91-069 2023-11-19T13:39:03Z This paper introduces an elasto-viscoplastic approach for the problem of a single laterally loaded pile in permafrost. The method requires the knowledge of a subgrade modulus k, a creep modulus k r , a yield strength q y , a displacement hardening parameter H* (for an ice-rich soil this amounts to a pure creep problem, thus q y and H* are reduced to zero), and creep parameters n, b, and γ. Finally, the validity of the proposed method is checked against the results of model pile tests that have been carried out at the Northern Engineering Centre of École Polytechnique. Key words: pile, lateral load, laboratory testing, elasto-viscoplastic soil, transient creep law. Article in Journal/Newspaper Ice permafrost Canadian Science Publishing (via Crossref) Canadian Geotechnical Journal 28 4 523 541 |
institution |
Open Polar |
collection |
Canadian Science Publishing (via Crossref) |
op_collection_id |
crcansciencepubl |
language |
English |
topic |
Civil and Structural Engineering Geotechnical Engineering and Engineering Geology |
spellingShingle |
Civil and Structural Engineering Geotechnical Engineering and Engineering Geology Foriero, A. Ladanyi, B. Generalized finite-element algorithm for laterally loaded piles in permafrost in comparison with measurements |
topic_facet |
Civil and Structural Engineering Geotechnical Engineering and Engineering Geology |
description |
This paper introduces an elasto-viscoplastic approach for the problem of a single laterally loaded pile in permafrost. The method requires the knowledge of a subgrade modulus k, a creep modulus k r , a yield strength q y , a displacement hardening parameter H* (for an ice-rich soil this amounts to a pure creep problem, thus q y and H* are reduced to zero), and creep parameters n, b, and γ. Finally, the validity of the proposed method is checked against the results of model pile tests that have been carried out at the Northern Engineering Centre of École Polytechnique. Key words: pile, lateral load, laboratory testing, elasto-viscoplastic soil, transient creep law. |
format |
Article in Journal/Newspaper |
author |
Foriero, A. Ladanyi, B. |
author_facet |
Foriero, A. Ladanyi, B. |
author_sort |
Foriero, A. |
title |
Generalized finite-element algorithm for laterally loaded piles in permafrost in comparison with measurements |
title_short |
Generalized finite-element algorithm for laterally loaded piles in permafrost in comparison with measurements |
title_full |
Generalized finite-element algorithm for laterally loaded piles in permafrost in comparison with measurements |
title_fullStr |
Generalized finite-element algorithm for laterally loaded piles in permafrost in comparison with measurements |
title_full_unstemmed |
Generalized finite-element algorithm for laterally loaded piles in permafrost in comparison with measurements |
title_sort |
generalized finite-element algorithm for laterally loaded piles in permafrost in comparison with measurements |
publisher |
Canadian Science Publishing |
publishDate |
1991 |
url |
http://dx.doi.org/10.1139/t91-069 http://www.nrcresearchpress.com/doi/pdf/10.1139/t91-069 |
genre |
Ice permafrost |
genre_facet |
Ice permafrost |
op_source |
Canadian Geotechnical Journal volume 28, issue 4, page 523-541 ISSN 0008-3674 1208-6010 |
op_rights |
http://www.nrcresearchpress.com/page/about/CorporateTextAndDataMining |
op_doi |
https://doi.org/10.1139/t91-069 |
container_title |
Canadian Geotechnical Journal |
container_volume |
28 |
container_issue |
4 |
container_start_page |
523 |
op_container_end_page |
541 |
_version_ |
1785584852401127424 |