Resumen

GNANANANDARAO, Tammineni; KHATRI, Vishwas Nandkishor  y  DUTTA, Rakesh Kumar. Bearing Capacity and Settlement Prediction of Multi-Edge Skirted Footings Resting on Sand. Ing. Investig. [online]. 2020, vol.40, n.3, pp.9-21.  Epub 25-Ene-2021. ISSN 0120-5609.  https://doi.org/10.15446/ing.investig.v40n3.83170.

This paper presents the application of artificial neural networks (ANN) and multivariable regression analysis (MRA) to predict the bearing capacity and the settlement of multi-edge skirted footings on sand. Respectively, these parameters are defined in terms of the bearing capacity ratio (BCR) of skirted to unskirted footing and the settlement reduction factor (SRF), the ratio of the difference in settlement of unskirted and skirted footing to the settlement of unskirted footing at a given pressure. The model equations for the prediction of the BCR and the SRF of the regular shaped footing were first developed using the available data collected from the literature. These equations were later modified to predict the BCR and the SRF of the multi-edge skirted footing, for which the data were generated by conducting a small scale laboratory test. The input parameters chosen to develop ANN models were the angle of internal friction (𝜙) and skirt depth (D s ) to the width of the footing (B) ratio for the prediction of the BCR; as for the SRF one additional input parameter was considered: normal stress (σ). The architecture for the developed ANN models was 2-2-1 and 3-2-1 for the BCR and the SRF, respectively. The R for the multi-edge skirted footings was in the range of 0,940-0,977 for the ANN model and 0,827-0,934 for the regression analysis. Similarly, the R for the SRF prediction might have been 0,913-0,985 for the ANN model and 0,739-0,932 for the regression analysis. It was revealed that the predicted BCR and SRF for the multi-edge skirted footings with the use of ANN is superior to MRA. Furthermore, the results of the sensitivity analysis indicate that both the BCR and the SRF of the multi-edge skirted footings are mostly affected by skirt depth, followed by the friction angle of the sand.

Palabras clave : square/circular skirted footings; multi-edged skirted footings; bearing capacity ratio; settlement reduction factor; artificial neural networks; multivariable regression analysis.

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