Application of the Adaptive Neuro Fuzzy Inference System (ANFIS) to Predict Ultimate Bearing Capacity of Footing on Granular Soil
- DOI
- 10.2991/978-94-6463-088-6_2How to use a DOI?
- Keywords
- footing; granular soil; ultimate bearing capacity; ANFIS
- Abstract
The ultimate bearing capacity is an important parameter in the footing foundation design. Several classical methods are often used to analyze the bearing capacity of a footing foundation. However, the results of this analysis always give less accurate results than the experiment. In this manuscript, an Adaptive Neuro Fuzzy Inference System (ANFIS) model was built for predicting ultimate bearing capacity of footings on granular soil. Learning process data consists of input and output. The five input parameters used for the model development in this study are width (B), depth (Df), shape factor (L/B) of footing, unit weight (γ) and friction angle (ϕ) of soil and the output is ultimate bearing capacity (qu). The results of the analysis showed that the ANFIS model has a good level of accuracy compared with the experiment, where the correlation coefficient (R2) for testing data was 0.98 and the Root Mean Square Error (RMSE) was 32.11 kN/m2. This demonstrates that the ANFIS model developed is accurate in predicting the ultimate bearing capacity of footings on granular soil.
- Copyright
- © 2023 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.
Cite this article
TY - CONF AU - Ngudiyono AU - Tri Sulistyowati PY - 2022 DA - 2022/12/23 TI - Application of the Adaptive Neuro Fuzzy Inference System (ANFIS) to Predict Ultimate Bearing Capacity of Footing on Granular Soil BT - Proceedings of the First Mandalika International Multi-Conference on Science and Engineering 2022, MIMSE 2022 (Civil and Architecture) PB - Atlantis Press SP - 3 EP - 14 SN - 2352-5401 UR - https://doi.org/10.2991/978-94-6463-088-6_2 DO - 10.2991/978-94-6463-088-6_2 ID - 2022 ER -