Three-dimensional finite element analysis of bio-inspired root anchored pile in clay
This paper examines the pile bearing capacity of the innovative pile foundation, which is inspired by razor clam and the anchorage of tree root, so-called Bio-inspired Root Anchored Pile (BRAP). Three-dimensional finite element analysis was conducted by making use of a well-documented pile load test...
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Format: | Article |
Language: | English |
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EDP Sciences
2023-01-01
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Series: | E3S Web of Conferences |
Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/66/e3sconf_iccim2023_04005.pdf |
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author | Ongkowijoyo Yonathan Prasetya Lim Aswin Lyman Ryan Alexander |
author_facet | Ongkowijoyo Yonathan Prasetya Lim Aswin Lyman Ryan Alexander |
author_sort | Ongkowijoyo Yonathan Prasetya |
collection | DOAJ |
description | This paper examines the pile bearing capacity of the innovative pile foundation, which is inspired by razor clam and the anchorage of tree root, so-called Bio-inspired Root Anchored Pile (BRAP). Three-dimensional finite element analysis was conducted by making use of a well-documented pile load test in North Jakarta. The results showed that, the BRAP pile could increase the pile bearing capacity from 14.7% to 25% if compared with the conventional pile foundations. In addition, the contribution of the BRAP anchor bolt is around 6 to 9% of the total load. This indicates that the BRAP could be an alternative solution to overcome the soft soil problem instead of increasing the conventional pile dimension, such as length and diameter. |
first_indexed | 2024-03-11T21:45:15Z |
format | Article |
id | doaj.art-1971c718c4b9438fb4eed16dd1ae206f |
institution | Directory Open Access Journal |
issn | 2267-1242 |
language | English |
last_indexed | 2024-03-11T21:45:15Z |
publishDate | 2023-01-01 |
publisher | EDP Sciences |
record_format | Article |
series | E3S Web of Conferences |
spelling | doaj.art-1971c718c4b9438fb4eed16dd1ae206f2023-09-26T10:12:13ZengEDP SciencesE3S Web of Conferences2267-12422023-01-014290400510.1051/e3sconf/202342904005e3sconf_iccim2023_04005Three-dimensional finite element analysis of bio-inspired root anchored pile in clayOngkowijoyo Yonathan Prasetya0Lim Aswin1Lyman Ryan Alexander2Department of Civil Engineering, Universitas Katolik ParahyanganDepartment of Civil Engineering, Universitas Katolik ParahyanganDepartment of Civil Engineering, Universitas Katolik ParahyanganThis paper examines the pile bearing capacity of the innovative pile foundation, which is inspired by razor clam and the anchorage of tree root, so-called Bio-inspired Root Anchored Pile (BRAP). Three-dimensional finite element analysis was conducted by making use of a well-documented pile load test in North Jakarta. The results showed that, the BRAP pile could increase the pile bearing capacity from 14.7% to 25% if compared with the conventional pile foundations. In addition, the contribution of the BRAP anchor bolt is around 6 to 9% of the total load. This indicates that the BRAP could be an alternative solution to overcome the soft soil problem instead of increasing the conventional pile dimension, such as length and diameter.https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/66/e3sconf_iccim2023_04005.pdf |
spellingShingle | Ongkowijoyo Yonathan Prasetya Lim Aswin Lyman Ryan Alexander Three-dimensional finite element analysis of bio-inspired root anchored pile in clay E3S Web of Conferences |
title | Three-dimensional finite element analysis of bio-inspired root anchored pile in clay |
title_full | Three-dimensional finite element analysis of bio-inspired root anchored pile in clay |
title_fullStr | Three-dimensional finite element analysis of bio-inspired root anchored pile in clay |
title_full_unstemmed | Three-dimensional finite element analysis of bio-inspired root anchored pile in clay |
title_short | Three-dimensional finite element analysis of bio-inspired root anchored pile in clay |
title_sort | three dimensional finite element analysis of bio inspired root anchored pile in clay |
url | https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/66/e3sconf_iccim2023_04005.pdf |
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