Three-dimensional analysis for piled raft machine foundation embedded in sand
Three-dimensional analysis for the dynamic response of a piled raft foundation subjected to vertical vibration is presented in this study. The analysis considers several factors affecting the amplitude of displacement for deep foundation such as pile cap embedment, pile cap thickness, relative densi...
Main Authors: | , , |
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Format: | Article |
Language: | English |
Published: |
EDP Sciences
2018-01-01
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Series: | MATEC Web of Conferences |
Online Access: | https://doi.org/10.1051/matecconf/201816201023 |
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author | Mahmood Mahmood Al-Wakel Saad Abdulwahhab Ihab |
author_facet | Mahmood Mahmood Al-Wakel Saad Abdulwahhab Ihab |
author_sort | Mahmood Mahmood |
collection | DOAJ |
description | Three-dimensional analysis for the dynamic response of a piled raft foundation subjected to vertical vibration is presented in this study. The analysis considers several factors affecting the amplitude of displacement for deep foundation such as pile cap embedment, pile cap thickness, relative density of the sand and the boundary effect. A validation for an experimental piled raft model depending on a scale factor of (20) using at (Plaxis 3D) computer program was performed. The sand is simulated using Mohr-Coloumb model while the concrete is simulated as linear elastic material. It has been found that embedding the pile cap in the soil and increasing its thickness lead to decrease the maximum amplitude of displacement. Furthermore, the predictions showed that increasing the distance between the foundation and the boundaries and increasing the relative density of the sand can significantly minimize the dynamic response of the foundation. |
first_indexed | 2024-12-17T03:43:53Z |
format | Article |
id | doaj.art-0a1123417d304df5bb4345b51b8595d7 |
institution | Directory Open Access Journal |
issn | 2261-236X |
language | English |
last_indexed | 2024-12-17T03:43:53Z |
publishDate | 2018-01-01 |
publisher | EDP Sciences |
record_format | Article |
series | MATEC Web of Conferences |
spelling | doaj.art-0a1123417d304df5bb4345b51b8595d72022-12-21T22:04:56ZengEDP SciencesMATEC Web of Conferences2261-236X2018-01-011620102310.1051/matecconf/201816201023matecconf_bcee32018_01023Three-dimensional analysis for piled raft machine foundation embedded in sandMahmood MahmoodAl-Wakel SaadAbdulwahhab IhabThree-dimensional analysis for the dynamic response of a piled raft foundation subjected to vertical vibration is presented in this study. The analysis considers several factors affecting the amplitude of displacement for deep foundation such as pile cap embedment, pile cap thickness, relative density of the sand and the boundary effect. A validation for an experimental piled raft model depending on a scale factor of (20) using at (Plaxis 3D) computer program was performed. The sand is simulated using Mohr-Coloumb model while the concrete is simulated as linear elastic material. It has been found that embedding the pile cap in the soil and increasing its thickness lead to decrease the maximum amplitude of displacement. Furthermore, the predictions showed that increasing the distance between the foundation and the boundaries and increasing the relative density of the sand can significantly minimize the dynamic response of the foundation.https://doi.org/10.1051/matecconf/201816201023 |
spellingShingle | Mahmood Mahmood Al-Wakel Saad Abdulwahhab Ihab Three-dimensional analysis for piled raft machine foundation embedded in sand MATEC Web of Conferences |
title | Three-dimensional analysis for piled raft machine foundation embedded in sand |
title_full | Three-dimensional analysis for piled raft machine foundation embedded in sand |
title_fullStr | Three-dimensional analysis for piled raft machine foundation embedded in sand |
title_full_unstemmed | Three-dimensional analysis for piled raft machine foundation embedded in sand |
title_short | Three-dimensional analysis for piled raft machine foundation embedded in sand |
title_sort | three dimensional analysis for piled raft machine foundation embedded in sand |
url | https://doi.org/10.1051/matecconf/201816201023 |
work_keys_str_mv | AT mahmoodmahmood threedimensionalanalysisforpiledraftmachinefoundationembeddedinsand AT alwakelsaad threedimensionalanalysisforpiledraftmachinefoundationembeddedinsand AT abdulwahhabihab threedimensionalanalysisforpiledraftmachinefoundationembeddedinsand |