In most practical situations, the pile either include circular or rectangular cross-section. The pile with circular cross-sectional shape usually analyzed in previous studies and little for the second type. While, no studies included comparison between those common types to understand and recommend which is batter for case of deep foundations. Therefore, this study is mainly deal with the vertical pile response under vertical load (i.e. no horizontal loads) when take into account the shape factor. To achieve the objective of this research, 3D finite element approach has been used to simulate the whole deep foundation case study. This study includes many factors, such as pile depth that measured below ground surface, soil strength parameter and soil types. It can be seems that little influence of shape factor on the vertical performance of deep foundation. Therefore, it can be recommended that if no any source of lateral load, it can be used any type and it is depending only on cost of pile types.
| Published in | American Journal of Civil Engineering (Volume 1, Issue 3) |
| DOI | 10.11648/j.ajce.20130103.17 |
| Page(s) | 129-134 |
| Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
| Copyright |
Copyright © The Author(s), 2013. Published by Science Publishing Group |
Deep Foundation, Shape, Vertical Load, Pile Depth, Soil Type
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| [2] | Randolph, M. F. & Wroth, C. P. (1978). Analysis of deformation of vertically loaded piles. J. Geotech. Engng Div., ASCE 104, No. 12, 1465±1488. |
| [3] | Cooke, R. W. (1974). The settlement of friction pile foundations. Proc. Conf. on Tall Buildings, Kuala Lumpur. |
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| [5] | Guo, W. D. and Randolph, M. F. (1996), "Torsional piles in non-homogenous media." Computer and Geotechnics , Vol 19, No. 4, pp.265-287 |
| [6] | Guo, W. D. and Randolph, M. F. (1999), "An efficient approach for settlement prediction ofpile groups." Geotechnique. Vol. 49, No. 2, pp.161-179 |
| [7] | O'Neill, M.W., Ghazzaly, O.I. and Ha, H.B., 1977, "Analysis of Three- Dimensional Pile Groups With Nonlinear Soil Response and Pile –Soil – Pile Interaction", Proc of the 9th |
| [8] | Annual Offshore Technology Conference, Houston, Paper OTC 2838, pp. 245 – 256. |
| [9] | Poulos, H.G. and Davis, E.H., 1980, "Pile Foundation Analysis and Design", Wiley, New York. |
| [10] | Chow, W.K. 1986. Analysis of vertically loaded pile groups. Inter- national Journal for Numerical and Analytical Methods in. Geomechanics, 10: 59–72. |
| [11] | Leung and Y.K. Chow, Response of pile groups subjected to lateral loads, Int. J. Numer. Anal. Methods Geomech. 11 (1) (1987 |
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APA Style
Jasim M Abbas. (2013). Evaluation Conduct of Deep Foundations Using 3D Finite Element approach. American Journal of Civil Engineering, 1(3), 129-134. https://doi.org/10.11648/j.ajce.20130103.17
ACS Style
Jasim M Abbas. Evaluation Conduct of Deep Foundations Using 3D Finite Element approach. Am. J. Civ. Eng. 2013, 1(3), 129-134. doi: 10.11648/j.ajce.20130103.17
AMA Style
Jasim M Abbas. Evaluation Conduct of Deep Foundations Using 3D Finite Element approach. Am J Civ Eng. 2013;1(3):129-134. doi: 10.11648/j.ajce.20130103.17
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Download@article{10.11648/j.ajce.20130103.17,
author = {Jasim M Abbas},
title = {Evaluation Conduct of Deep Foundations Using 3D Finite Element approach},
journal = {American Journal of Civil Engineering},
volume = {1},
number = {3},
pages = {129-134},
doi = {10.11648/j.ajce.20130103.17},
url = {https://doi.org/10.11648/j.ajce.20130103.17},
eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20130103.17},
abstract = {In most practical situations, the pile either include circular or rectangular cross-section. The pile with circular cross-sectional shape usually analyzed in previous studies and little for the second type. While, no studies included comparison between those common types to understand and recommend which is batter for case of deep foundations. Therefore, this study is mainly deal with the vertical pile response under vertical load (i.e. no horizontal loads) when take into account the shape factor. To achieve the objective of this research, 3D finite element approach has been used to simulate the whole deep foundation case study. This study includes many factors, such as pile depth that measured below ground surface, soil strength parameter and soil types. It can be seems that little influence of shape factor on the vertical performance of deep foundation. Therefore, it can be recommended that if no any source of lateral load, it can be used any type and it is depending only on cost of pile types.},
year = {2013}
}
TY - JOUR T1 - Evaluation Conduct of Deep Foundations Using 3D Finite Element approach AU - Jasim M Abbas Y1 - 2013/12/20 PY - 2013 N1 - https://doi.org/10.11648/j.ajce.20130103.17 DO - 10.11648/j.ajce.20130103.17 T2 - American Journal of Civil Engineering JF - American Journal of Civil Engineering JO - American Journal of Civil Engineering SP - 129 EP - 134 PB - Science Publishing Group SN - 2330-8737 UR - https://doi.org/10.11648/j.ajce.20130103.17 AB - In most practical situations, the pile either include circular or rectangular cross-section. The pile with circular cross-sectional shape usually analyzed in previous studies and little for the second type. While, no studies included comparison between those common types to understand and recommend which is batter for case of deep foundations. Therefore, this study is mainly deal with the vertical pile response under vertical load (i.e. no horizontal loads) when take into account the shape factor. To achieve the objective of this research, 3D finite element approach has been used to simulate the whole deep foundation case study. This study includes many factors, such as pile depth that measured below ground surface, soil strength parameter and soil types. It can be seems that little influence of shape factor on the vertical performance of deep foundation. Therefore, it can be recommended that if no any source of lateral load, it can be used any type and it is depending only on cost of pile types. VL - 1 IS - 3 ER -
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