GRD Journals- Global Research and Development Journal for Engineering | Volume 4 | Issue 10 | September 2019 ISSN: 2455-5703
Factor of Safety and Reliability Analysis of Rock Slope using GEO5 Software Md. Khaja Moniuddin Assistant Professor Department of Civil Engineering BKIT Bhalki, India
Sharankumar Mathada Assistant Professor Department of Civil Engineering BKIT Bhalki, India
Dr. Vageesha S. Mathada Assistant Professor Department of Civil Engineering BKIT Bhalki, India
Abhijith H T PG Student Department of Civil Engineering BKIT Bhalki, India
Abstract The entire earth consist of so many varieties of rock minerals which compositely for an entire rock mass which may be natural or artificial rock slopes which are at the level of the ground itself or it may be a deepest cuts or the hill slopes above the ground level. The factor of safety plays a major role in rock slope analysis. Due to the uncertainty involved in the calculation of rock parameters the application of factor of safety is widely used in analysis. Theses factor of safety are determined here by using Geo5 demo version software based on the uncertainty involved in the various rock parameters. The simple reliability analysis will provides the means of combined effect of uncertainty involved in calculations. The additional parameters such as standard deviation, mean, reliability index are used to determine the probability of failure of the rock slope. This probability of failure will helps to determine the reliability of the rock slope which in turn gives the idea of the stability of rock slope for any future recommendations regarding the actions for their stability. Keywords- Standard Deviation, Mean, Reliability Index, Probability of Failure
I. INTRODUCTION Here we use the Geo5 software for the analysis of the analysis of the factor of safety of the rock slope. The software uses the Mohr’s coulombs criterion for calculation of the FS of the slope, the mode of failure considered is the plane slip surface. The input parameters such as the unit weight, cohesion, angle of internal friction are used to determine the FS of rock slope. The reliability analysis mainly refers the percentage of probability of failure of the rock slope from results provided by the software. They take into account the various uncertainty in the input parameters and helps in selecting the correct factor of safety. The reliability analysis is carried by using the three sigma rule, in which the variance the each parameters are taken into account and then the varied values as been used in determination of factor of safety. The variation which provides the minimum factor of safety is considered as critical. If this factor of safety is well within the required factor of safety then the rock slope is considered as stable. If not then the anchors as used to strengthen the rock (any other method of strengthening can also be used). A. Geo5 Software – Both Analytical methods and Finite Element method are available in the software – A large number of problems such as stability of slopes, reinforced soil structures, rock slope stability, spread footings, plates, beams, cantilever walls, gravity walls, abutments, gabions, pile foundations, sheeting design and analysis, earth pressure, settlement analysis, etc. can be solved using this software. – It empowers design and analysis of rock stability with plane, polygonal slip surface and stepped slip surface. – Any method of failure criterion such as Mohr’s Coulomb , Barton Bandis and Hoek –Brown can be used for analysis
II. METHODOLOGY A. Factor of Safety The factor of safety is the constant which is imposed by standard laws, such that the slope should confirm or exceed this number for the stable of the slope for a long period of life. Resisting force Factor of safety = Driving force
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