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01-03-2021 | Technical note

Reliability analysis of settlement of pile group

Authors: Manish Kumar, Pijush Samui, Deepak Kumar, Wengang Zhang

Published in: Innovative Infrastructure Solutions | Issue 1/2021

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Abstract

Considering the highly variable nature of soil, reliability analysis of pile foundation is being explored in the modern scientific era. The paper investigates the application of relevance vector machines (RVM), generalized regression neural network (GRNN), genetic programming (GP) and adaptive-network-based fuzzy inference (ANFIS) in reliability analysis of settlement of pile group. The simulation is checked using Monte Carlo simulation (M-C). The performance of models is ascertained using various performance parameters and Taylor diagrams. The normality and homogeneity in performance of the models is tested by carrying out Anderson–Darling (AD) test and Mann–Whitney U (M–W) test, respectively. The paper concludes that the performance of RVM, GP and ANFIS were excellent while that of GRNN was poor.

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Title: Reliability analysis of settlement of pile group
Authors: Manish Kumar
Pijush Samui
Deepak Kumar
Wengang Zhang
Publication date: 01-03-2021
Publisher: Springer International Publishing
Published in: Innovative Infrastructure Solutions / Issue 1/2021
Print ISSN: 2364-4176
Electronic ISSN: 2364-4184
DOI: https://doi.org/10.1007/s41062-020-00382-z

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