Reliability Analysis of Circular Footing by Using GP and MPMR

Rahul Kumar, Pijush Samui, Sunita Kumari and Yildirim Hüseyin Dalkilic
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Rahul Kumar: National Institute of Technology, Patna, India
Pijush Samui: National Institute of Technology, Patna, India
Sunita Kumari: National Institute of Technology, Patna, India
Yildirim Hüseyin Dalkilic: Erzincan Binali Yıldırım University, Turkey

International Journal of Applied Metaheuristic Computing (IJAMC), 2021, vol. 12, issue 1, 1-19

Abstract: Circular footings are designed to bear a load of super structures. Studies have been done on the influence of soil properties on bearing capacity of shallow foundations. The use of circular foundation is practical in geotechnical engineering. During the design of circular footing, bearing capacity of soil is taken into consideration, and cohesion (c), unit weight (γ), and angle of internal friction (ϕ) are the most variable parameters. Reliability analysis is used frequently for the design of circular footing. Most of the authors have used first order second moment methods (FOSM). However, FOSM is a time-consuming method. Drawbacks of FOSM have been overcome by genetic programming (GP), minimax probability machine regression (MPMR). This article gives a distinct analysis between the developed MPMR based FOSM and GP-based FOSM.

Date: 2021
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