Development of a Displacement Prediction System for Deep Excavation Using AI Technology

Author:

Hsu Chia-Feng1,Wu Chien-Yi2,Li Yeou-Fong3ORCID

Affiliation:

1. Department of Civil Engineering, ChienKuo Technology University, Changhua City 500020, Taiwan

2. Kenkul Corporation Company, New Taipei City 23444, Taiwan

3. Department of Civil Engineering, National Taipei University of Technology, Taipei 10608, Taiwan

Abstract

This manuscript delineates an innovative artificial intelligence-based methodology for forecasting the displacement of retaining walls due to extensive deep excavation processes. In our selection of 17 training cases, we strategically chose a wall configuration that was not influenced by the corner effects. This careful selection was conducted with the intention of ensuring that each deep excavation instance included in our study was supported symmetrically, thereby streamlining the analysis in the ensuing phases. Our proposed multilayer functional-link network demonstrates superior performance over the traditional backpropagation neural network (BPNN), excelling in the precise prediction of displacements at predetermined observation points, peak wall displacements, and their respective locations. Notably, the predictive accuracy of our advanced model surpassed that of the conventional BPNN and RIDO assessment tools by a substantial 5%. The network process model formulated through this research offers a valuable reference for future implementations in diverse geographical settings. Furthermore, by utilizing local datasets for the training, testing, and validation phases, our system ensures the effective and accurate execution of displacement predictions.

Publisher

MDPI AG

Subject

Physics and Astronomy (miscellaneous),General Mathematics,Chemistry (miscellaneous),Computer Science (miscellaneous)

Reference45 articles.

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2. Prediction of Movement for Braced Cut in Clay;Mana;J. Geotech. Div. ASCE,1981

3. Ground Movement Caused by Braced Excavations;J. Geotech. Div. ASCE,1981

4. Ground Movements Caused by Deep Excavation;Chen;Geotech. Technol.,1987

5. Lateral Wall Deflections of Braced Excavation in Clay;Wong;J. Geotech. Eng.,1989

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