Abstract
A comprehensive experimental research was undertaken to investigate the association of undrained shear strength with B-ratio, void ratio, confinement pressure, and principal stress difference at failure of zeolite-lime-treated fine sands. For this purpose, a series of undrained triaxial shearing tests were performed on samples comprising several lime-activated zeolites. With regard to the experimental evidence, a novel trend-adjusted (TA) growth forecast was performed with exponential smoothing to extend curing ages beyond the conditions of the experimental program. Then, hybridization of the artificial neural network (ANN) was done by feeding the network with feature adjusted shear resistance values against void ratio, B-ratio, confining pressure, and binding agents over extension of projected curing period. The proposed TA-ANN model showed a boosted optimization in input selection and high accuracy and confidence rate in predicting undrained shear resistance while including extended curing periods. Finally, results of variable importance and sensitivity analysis indicate a significant impact of underlying degree of saturation to the final shear resistance followed by void ratio, confinement pressure, and zeolite content.
| Original language | English |
|---|---|
| Pages (from-to) | 62-81 |
| Number of pages | 20 |
| Journal | Transportation Infrastructure Geotechnology |
| Volume | 10 |
| Issue number | 1 |
| DOIs | |
| State | Published - Feb 2023 |
| Externally published | Yes |
Bibliographical note
Publisher Copyright:© 2021, The Author(s), under exclusive licence to Springer Science+Business Media, LLC, part of Springer Nature.
Keywords
- Hybrid artificial neural networks
- Trend-adjusted exponential smoothing
- Undrained shear strength
- Zeolite
ASJC Scopus subject areas
- Environmental Engineering
- Civil and Structural Engineering
- Transportation
- Geotechnical Engineering and Engineering Geology