COI code: ICSAU02_0271
Paper Language: English
How to Download This Paper
For Downloading the Fulltext of CIVILICA papers please visit the orginal Persian Section of website.
Authors Probabilistic Investigation of Unsaturated Soil Slope StabilityTahereh Shaghaghi - Master of Science in Geotechnical Engineering, K.N Toosi University of Technology, Tehran, Iran
Mohsen Ghadrdan - Master of Science in Geotechnical Engineering, K.N Toosi University of Technology, Tehran, Iran
Abtin Farshi Homayoun Rooz - Master of Science in Geotechnical Engineering, Kharazmi University, Karaj, Iran.
Mohammad Reza Sabour - Assistant Professor, Department of Civil Engineering, K.N Toosi University of Technology, Tehran, Iran
Abstract:Because of there are many uncertainties in geotechnical problems, nowadays probable investigation method is very convenient in this field. In this analysis type, the range of variation for each parameter has been considered. Using a probabilistic approach and considering the uncertainty of the parameters, the results are investigated by probabilistic analysis method. In this method the safety factor of a structure is not only a value, actually base on the variability of the parameters, safety factors range is defined which followed by the concept of reliability. In this paper the probabilistic slope stability of saturation soil with considering the variable saturation degree has been studied by using the FORTRAN programming language, application the Monte Carlo method and the analytical relations for unsaturated soils. The results of probabilistic approach in dealing with unsaturated soils show the need for investigating and consideration of uncertainty in parameter of analysis.
Keywords:Probable investigation, Monte Carlo method, Slope stability, Unsaturated soil
COI code: ICSAU02_0271
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:
Shaghaghi, Tahereh; Mohsen Ghadrdan; Abtin Farshi Homayoun Rooz & Mohammad Reza Sabour, 2014, Probabilistic Investigation of Unsaturated Soil Slope Stability, 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_0271.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: (Shaghaghi, Tahereh; Mohsen Ghadrdan; Abtin Farshi Homayoun Rooz & Mohammad Reza Sabour, 2014)
Second and more: (Shaghaghi; Ghadrdan; Farshi Homayoun Rooz & Sabour, 2014)
For a complete overview of how to citation please review the following CIVILICA Guide (Citation)
The University/Research Center Information:
Type: state university
Paper No.: 9315
in University Ranking and Scientometrics the Iranian universities and research centers are evaluated based on scientific papers.
Research Info Management
Export Citation info of this paper to research management softwares
New Related Papers
- Investigation of Environmental Health Factors in Universities of Islamic Countries (A Case Study of the Ferdowsi University of Mashhad)
- Reunderstanding Critical Circumstances of Industrial Heritage of Iran
- Sustainable Materials for Architectural Restoration in Developing Countries: from the New Historic Mixes for the Future
- Technical and Economic Indicators of the Turn of the Road to the Pavement (Case Study of Blaadian Street, Gachsaran)
- Environment and Behaviour: Factors Influencing Walking in Residential Neighborhoods
The Above articles are recently indexed in the related subjects
Iran Scientific Advertisment Netword
Share this paper
WHAT IS COI?
COI is a national code dedicated to all Iranian Conference and Journal Papers. the COI of each paper can be verified online.