Abstract
In this paper, artificial neural networks (ANNs) are applied to model the stress-strain behavior of in situ sandy soils containing nonplastic fines. A main drawback of these types of models is discussed, i.e. an ANN based model gives no information how the model inputs affect the output. A systematic approach is therefore presented to acquire and verify the stored knowledge of a general ANN based constitutive soil model. Sensitivities of the output to corresponding inputs are defined mathematically. A sensitivity analysis is then performed to extract the dominant rules of the proposed model, which compare favorably with experimental observations. © 2005 Elsevier Ltd. All rights reserved.
| Original language | English |
|---|---|
| Pages (from-to) | 377-386 |
| Number of pages | 10 |
| Journal | Computers and Geotechnics |
| Volume | 32 |
| Issue number | 5 |
| DOIs | |
| Publication status | Published - Jul 2005 |
Keywords
- Artificial neural network
- Sandy soils
- Sensitivity analysis
- Stress-strain
- Undrained behavior