COI code: ICSAU02_0422
Paper Language: English
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Authors Application of Artificial Neural Networks to Evaluate the Influence of Internal Friction Angle and Over Consolidation Ratio on Coefficient of Earth Pressure at RestMasoud Makarchian - Assistance Professor, Bu Ali Sina University, Hamedan, Iran
Mohammad Ahmadi - M. Sc. Of Civil Engineering, Project Engineer, Dam Department, Bandab Consulting Engineers, Tehran, Iran
Abstract:The prediction of coefficient of earth pressure at rest (K0) of soil is of major importance in a wide variety of geotechnical problems. Evaluation of the effect of soil mechanicalproperties, such as internal friction angle (ϕ ), and stress history, such as over consolidation ratio (OCR), on K0 variation looks to be necessary. Numerous investigations have been carried out and many researchers have presented their relationships based on substantial database of soil tests. This study designs an ANN model to predict the coefficient of earth pressure at rest of soil in comparison with a database. Then, the ANN model has been trained and tested with database. By validating the model, accuracy of ANN has been accepted. The sensitivity analysis of model to input variations is the other purpose of this study.
Keywords:Internal Friction Angle, OCR, Coefficient of Earth Pressure at Rest, ANN
COI code: ICSAU02_0422
how to cite to this paper:If you want to refer to this article in your research, you can easily use the following in the resources and references section:
Makarchian, Masoud & Mohammad Ahmadi, 2014, Application of Artificial Neural Networks to Evaluate the Influence of Internal Friction Angle and Over Consolidation Ratio on Coefficient of Earth Pressure at Rest, 2nd international congress of structure, architecture and urban development, تبريز, دبيرخانه دائمي كنگره بين المللي سازه ، معماري و توسعه شهري, https://www.civilica.com/Paper-ICSAU02-ICSAU02_0422.htmlInside the text, wherever referred to or an achievement of this article is mentioned, after mentioning the article, inside the parental, the following specifications are written.
First Time: (Makarchian, Masoud & Mohammad Ahmadi, 2014)
Second and more: (Makarchian & Ahmadi, 2014)
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