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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Main Authors: Ongkowijoyo Yonathan Prasetya, Lim Aswin, Lyman Ryan Alexander
Format: Article
Language:English
Published: EDP Sciences 2023-01-01
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.
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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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