Estimation of effective stress parameter of unsaturated soils by using artificial neural networks

Küçük Resim Yok

Tarih

2008

Dergi Başlığı

Dergi ISSN

Cilt Başlığı

Yayıncı

JOHN WILEY & SONS LTD

Erişim Hakkı

info:eu-repo/semantics/closedAccess

Özet

Great efforts are required for determination of the effective stress parameter chi, applying the unsaturated testing procedure, since unsaturated soils that have the three-phase system exhibit complex mechanical behavior. Therefore, it seems more reasonable to use the empirical methods for estimation of chi. The objective of this study is to investigate the practicability of using artificial neural networks (ANNs) to model the complex relationship between basic soil parameters, matric suction and the parameter chi. Five ANN models with different input parameters were developed. Feed-forward back propagation was applied in the analyses as a learning algorithm. The data collected from the available literature were used for training and testing the ANN models. Furthermore, unsaturated triaxial tests were carried out under drained condition on compacted specimens. ANN models were validated by a part of data sets collected from the literature and data obtained from the current study, which were not included in the training phase. The analyses showed that the results obtained from ANN models are in satisfactory agreement with the experimental results and ANNs can be used as reliable tool for prediction of chi. Copyright (C) 2007 John Wiley & Sons, Ltd.

Açıklama

Anahtar Kelimeler

effective stress, unsaturated soil, matric suction, artificial neural networks, feed-forward back propagation

Kaynak

INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS

WoS Q Değeri

Q2

Scopus Q Değeri

Q1

Cilt

32

Sayı

9

Künye