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Abstract
In this paper, a Monte Carlo simulation used to analyze probabilistic slope stability. The results including: probabilistic slope failure and reliability index with respect to factor of safety under the effects of uncertainties in the parameters of soil properties. Base on this informations, geotechnical engineers how to get optimal designs to prevent slope failure. In addition, the purpose of this paper is to show that standard deviation of soil properties can be applied in simple ways, without more data, time, or effort than are commonly available in geotechnical engineering practice. Applying Monte Carlo simulation to evaluate probabilistic slope stability on route Nha Trang - Da Lat.
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Article Details
Issue: Vol 17 No 3 (2014)
Page No.: 76-85
Published: Sep 30, 2014
Section: Engineering and Technology - Research article
DOI: https://doi.org/10.32508/stdj.v17i3.1478
Copyright Info
Copyright: The Authors. This is an open access article distributed under the terms of the Creative Commons Attribution License CC-BY 4.0., which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
How to Cite
Nguyen, D., Dau, N., & Ta, D. (2014). Applying probabilistic method base on Monte Carlo simulation to analyze slope stability on route Nha Trang - Da Lat (within Khanh Vinh district, Khanh Hoa province). Science and Technology Development Journal, 17(3), 76-85. https://doi.org/https://doi.org/10.32508/stdj.v17i3.1478
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