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Evaluation and Intelligent Modelling for Predicting the Amplitude of Footing Resting on Geocell-Based Weak Sand Bed Under Vibratory Load
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Author(s): S. Jeyanthi (Bharath Institute of Higher Education and Research, India), R. Venkatakrishnaiah (Bharath Institute of Higher Education and Research, India)and K. V. B. Raju (Bharath Institute of Higher Education and Research, India)
Copyright: 2024
Pages: 20
Source title:
Cross-Industry AI Applications
Source Author(s)/Editor(s): P. Paramasivan (Dhaanish Ahmed College of Engineering, India), S. Suman Rajest (Dhaanish Ahmed College of Engineering, India), Karthikeyan Chinnusamy (Veritas, USA), R. Regin (SRM Instıtute of Science and Technology, India)and Ferdin Joe John Joseph (Thai-Nichi Institute of Technology, Thailand)
DOI: 10.4018/979-8-3693-5951-8.ch014
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Abstract
The main consideration while designing geo-structures to sustain vibration loads is the accuracy of the displacement amplitude estimation. The displacement amplitude of a footing on a geocell-reinforced bed exposed to vibration stress can be computed using sophisticated data. AI modelling has replaced many traditional methodologies. Thus, the current work introduces a hybrid paradigm called NFC-TSA, which stands for neuro-fuzzy controller and tunicate swarm algorithm. Comprehensive field vibration experiments provided the reliable database utilised to train and evaluate the model. To develop the model's precise prediction objective, displacement amplitude was used as an output index. Several parameters impacting the foundation bed, geocell reinforcement, and dynamic excitation were considered as input variables. Existing methods, ANN-EHO, JSA, MOA, RNN, and ANN-MGSA, were compared to the NFC-anticipated TSA's accuracy.
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