شماره ركورد كنفرانس :
4891
عنوان مقاله :
Using MLP models to predict bearing capacity of shallow foundations based on multi layer subsoil
Author/Authors :
Haddad Abdolhossein Department of Civil Engineering - Semnan University , Hassan Abadi Marziyeh Department of Civil Engineering - Semnan University
كليدواژه :
Shallow Foundation , Bearing Capacity , Multilayer Subsoil , MLP
عنوان كنفرانس :
نهمين كنگره بين المللي مهندسي عمران
چكيده فارسي :
فاقد چكيده فارسي
چكيده لاتين :
There are several methods to investigate the bearing capacity of shallow foundations. Majority of these
methods are only compatible with homogeneous or up to two layer foundation soils. In reality, footings
are most likely to be founded on multi-layered soils. The most common approach to predict the bearing
capacity of shallow foundations in these cases is numerical methods. As an alternative approach, an
artificial neural network trained with datasets are derived from numerical methods can be used. The most
advantage of this approach is that it is simpler and faster than the other methods, moreover there is no
need to have any knowledge about software and numerical method. So there is a model based on multilayer
perceptrons (MLPs) which can predict the bearing capacity of foundations. Bearing capacity results
obtained by MLP are compared with the predicted values of traditional methods. The results indicate that
ANNs are able to predict the bearing capacity of strip footings and outperform the existing methods.