Analysis study of the bearing capacity of pile foundations in the construction of Bogor SMA-SMAK educational buildings

Siti Fatimah Rahmawati; Aditya Faryansyah; Fikri Febriansyah; Danang Purwanto; Dio Damas Permadi

doi:10.2991/978-94-6463-406-8_19

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Analysis study of the bearing capacity of pile foundations in the construction of Bogor SMA-SMAK educational buildings

Authors

Siti Fatimah Rahmawati¹^{, *}, Aditya Faryansyah¹, Fikri Febriansyah¹, Danang Purwanto¹, Dio Damas Permadi¹

¹Nusa Putra University Civil Engineering Sukabumi, Sukabumi, Indonesia

^*Corresponding author. Email: rahmawati_ts20@nusaputra.ac.id

Corresponding Author

Siti Fatimah Rahmawati

Available Online 13 May 2024.

DOI: 10.2991/978-94-6463-406-8_19 How to use a DOI?
Keywords: Meyerhof; Pile; Luciano Decourt; Schmertmann and Nottingham; Foundation; SPT
Abstract: Foundation is the structure of the lower part of a building that is directly connected to the ground and functions to carry the load of other parts of the building above it. In planning pile foundations, several approaches are used to predict the bearing capacity of the foundation [1]. The approach can be based on soil conditions and existing loading using various methods. Soil data used to calculate the bearing capacity of piles is based on Standard Penetration Test (SPT) data. There are three types of piles analyzed in this research, namely with diameter variations of 0.4 m, 0.5 m, and 0.6 m. The results of the analysis show that the carrying capacity of a single pile based on the Luciano Decourt method is smaller with a result of 4430.1 kN than the result of the Meyerhof method with a result of19138.9 kN calculated at a depth of 25 m with a pile variation of 0.4 and Schmertman with a result of 1868.9 kN calculation at a depth of 25 m, pile variation is 0.4.
Copyright: © 2024 The Author(s)
Open Access: Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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Volume Title: Proceedings of the 2nd International Conference on Consumer Technology and Engineering Innovation (ICONTENTION 2023)
Series: Advances in Engineering Research
Publication Date: 13 May 2024
ISBN: 10.2991/978-94-6463-406-8_19
ISSN: 2352-5401
DOI: 10.2991/978-94-6463-406-8_19 How to use a DOI?
Open Access: Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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ris enw bib

TY  - CONF
AU  - Siti Fatimah Rahmawati
AU  - Aditya Faryansyah
AU  - Fikri Febriansyah
AU  - Danang Purwanto
AU  - Dio Damas Permadi
PY  - 2024
DA  - 2024/05/13
TI  - Analysis study of the bearing capacity of pile foundations in the construction of Bogor SMA-SMAK educational buildings
BT  - Proceedings of the 2nd International Conference on Consumer Technology and Engineering Innovation (ICONTENTION 2023)
PB  - Atlantis Press
SP  - 103
EP  - 108
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-406-8_19
DO  - 10.2991/978-94-6463-406-8_19
ID  - Rahmawati2024
ER  -

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