Indian Journal of Engineering & Materials Sciences

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Application of Machine Learning to Predict the Dimensionless Bearing Capacity of Circular Footing on Layered Sand under Inclined Loads.


Affiliations
1 Department of Civil Engineering, NIT Hamirpur, Himachal Pradesh 177 005, India
 

The present study aims to utilise machine learning techniques in order to predict the dimensionless bearing capacity (DBCp) of the circular footing on layered sand under inclined loading. For this objective, 2400 data points were collected from the literature using the finite element approach for the circular footing on layered sand under inclined loads. The dimensional bearing capacity (DBCP) was predicted using the independent variables thickness ratio (H/D), load inclination angle (α1/90°), unit weight ratio of the loose sand layer to the dense sand layer (γ2/γ1), friction angle ratio of the loose sand layer to the dense sand layer (φ2/φ1), and embedment ratio (u/D). Moreover, sensitivity analysis was performed to evaluate the effect of each independent variable on the structural integrity. At embedment ratios of 0, 1, and 2, the results show that load inclination is the primary factor influencing bearing capacity. In the end, six statistical parameters were used to evaluate the effectiveness of the machine learning model that had been built. For predicting the dimensionless bearing capacity of the circular footing on layered sand under inclined loading, the created model was found to work satisfactorily.

Keywords

Dimensionless bearing capacity, Machine learning techniques, Circular footing, Inclined loading.
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  • Kumar J , Chakraborty M & J Chakraborty, M Bear Capacit Circ Found Layer sand -clay media Soils Found 2015 55(5)1058.

  • HANNA, A M, Can Geotech J V 19, 392 (1982).

  • Meyerhof G G & Hanna A M, Can Geotech J, 15 (1978) 565.

  • Panwar V & Dutta R K, J Achiev Mater Manuf Eng, 108(2021) 49.

  • Singh S P & Roy A K, Civ Environ Eng Reports, 31(2021) 29.

  • Nikraz H & M A Bearing, J Earth Sci Clim Change, 06 (2015).

  • Singh S P & Roy A K, J Min Environ, 13(2022)1015.

  • Das P P & Khatri V N, Civ Eng, 84(2020) 203.

  • Trzepieciński T & Najm S M, Materials (Basel). 15, (2022).

  • Kumar Singh A, 1(2022) doi:10.20944/preprints2022 06.0163.v1.

  • Nazir R, Momeni E, Marsono K & Maizir H, J Teknol, 72 (2015) 9.

  • Marto A, Hajihassani M & Momeni E, Appl Mech Mater, 567 (2014) 681.

  • Acharyya R, Dey A & Kumar B, Int J Geotech Eng, 14 (2020) 176.

  • Moayedi H, Gör M, Kok Foong L & Bahiraei M, J Int Meas Confed, 172 (2021).

  • Moayedi H, Bui D T & Ngo P T T, Appl Sci, 9 (2019).

  • Sasmal S K & Behera R N, Int J Geotech Eng 15 (2021) 834.

  • Gupta R, Goyal K & Yadav N, Int J Geomech 16 (2016) 1.

  • Bui D T, Moayedi H, Gör M, Jaafari A & Foong L K ISPRS, Int. J. Geo-Information 8 (2019).

  • Sethy B P, Patra C, Das B M & Sobhan K Int J Geotech Eng,15 (2021) 1252.

  • Behera R N, Patra C R, Sivakugan N & Das B M, Int J Geotech Eng, 7 (2013) 36.

  • Behera R N, Patra C R, Sivakugan N & Das B M, Int J Geotech Eng, 7 (2013) 165.

  • Shahin M A, Jaksa M B & Maier H R, Aust Geomech J, 36 (2001) 49.

  • Garson G D, Artif Intell Exp, 6 (1991) 47.

  • Olden J D & Jackson D A, Ecol Modell, 154 (2002) 135.

  • Goh A T C, Kulhawy F H & Chua C G, 31 (2005) 84.

  • Das P P, Khatri V N & Kumar J, Arab J Geosci, 15 (2022) 1.


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  • Application of Machine Learning to Predict the Dimensionless Bearing Capacity of Circular Footing on Layered Sand under Inclined Loads.

Abstract Views: 88  |  PDF Views: 55

Authors

Surya Pratap Singh
Department of Civil Engineering, NIT Hamirpur, Himachal Pradesh 177 005, India
Amrit Kumar Roy
Department of Civil Engineering, NIT Hamirpur, Himachal Pradesh 177 005, India

Abstract


The present study aims to utilise machine learning techniques in order to predict the dimensionless bearing capacity (DBCp) of the circular footing on layered sand under inclined loading. For this objective, 2400 data points were collected from the literature using the finite element approach for the circular footing on layered sand under inclined loads. The dimensional bearing capacity (DBCP) was predicted using the independent variables thickness ratio (H/D), load inclination angle (α1/90°), unit weight ratio of the loose sand layer to the dense sand layer (γ2/γ1), friction angle ratio of the loose sand layer to the dense sand layer (φ2/φ1), and embedment ratio (u/D). Moreover, sensitivity analysis was performed to evaluate the effect of each independent variable on the structural integrity. At embedment ratios of 0, 1, and 2, the results show that load inclination is the primary factor influencing bearing capacity. In the end, six statistical parameters were used to evaluate the effectiveness of the machine learning model that had been built. For predicting the dimensionless bearing capacity of the circular footing on layered sand under inclined loading, the created model was found to work satisfactorily.

Keywords


Dimensionless bearing capacity, Machine learning techniques, Circular footing, Inclined loading.

References