Laterally loaded piles with bulge
This paper contains several investigations on the behaviour of bulged piles. Bulge means the application of vertical steel plates somewhere near ground surface to improve the lateral bearing capacity. The results of small scale tests in sand are illustrated, which demonstrate the effectiveness of su...
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fttuhamburg:oai:tore.tuhh.de:11420/48886 2024-09-15T17:50:06+00:00 Laterally loaded piles with bulge Grabe, Jürgen Dührkop, Jan 2007 https://hdl.handle.net/11420/48886 en eng ASME 26th International Conference on Offshore Mechanics and Arctic Engineering 2007, OMAE 2007 Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE, Vol. 4 (2007). - Seite 317-323 0-7918-4270-3 978-0-7918-4270-6 https://hdl.handle.net/11420/48886 2-s2.0-37249042661 false 6: Technology::690: Building Construction Conference Paper Other 2007 fttuhamburg 2024-09-03T23:49:16Z This paper contains several investigations on the behaviour of bulged piles. Bulge means the application of vertical steel plates somewhere near ground surface to improve the lateral bearing capacity. The results of small scale tests in sand are illustrated, which demonstrate the effectiveness of such bulge. Some theoretical investigations are presented trying to apply standard methods like the p-y-curve procedure to the design of bulged piles. An outline of possible calculation methods is given. Investigations on two different exemplary pile systems demonstrate the behaviour of the bulged structure and give an idea of the advantages of this innovative system. Copyright © 2007 by ASME. Conference Object Arctic TORE TUHH Open Research (Hamburg University of Technology) |
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TORE TUHH Open Research (Hamburg University of Technology) |
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English |
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6: Technology::690: Building Construction |
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6: Technology::690: Building Construction Grabe, Jürgen Dührkop, Jan Laterally loaded piles with bulge |
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6: Technology::690: Building Construction |
description |
This paper contains several investigations on the behaviour of bulged piles. Bulge means the application of vertical steel plates somewhere near ground surface to improve the lateral bearing capacity. The results of small scale tests in sand are illustrated, which demonstrate the effectiveness of such bulge. Some theoretical investigations are presented trying to apply standard methods like the p-y-curve procedure to the design of bulged piles. An outline of possible calculation methods is given. Investigations on two different exemplary pile systems demonstrate the behaviour of the bulged structure and give an idea of the advantages of this innovative system. Copyright © 2007 by ASME. |
format |
Conference Object |
author |
Grabe, Jürgen Dührkop, Jan |
author_facet |
Grabe, Jürgen Dührkop, Jan |
author_sort |
Grabe, Jürgen |
title |
Laterally loaded piles with bulge |
title_short |
Laterally loaded piles with bulge |
title_full |
Laterally loaded piles with bulge |
title_fullStr |
Laterally loaded piles with bulge |
title_full_unstemmed |
Laterally loaded piles with bulge |
title_sort |
laterally loaded piles with bulge |
publisher |
ASME |
publishDate |
2007 |
url |
https://hdl.handle.net/11420/48886 |
genre |
Arctic |
genre_facet |
Arctic |
op_relation |
26th International Conference on Offshore Mechanics and Arctic Engineering 2007, OMAE 2007 Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE, Vol. 4 (2007). - Seite 317-323 0-7918-4270-3 978-0-7918-4270-6 https://hdl.handle.net/11420/48886 2-s2.0-37249042661 |
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false |
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1810291947867209728 |