Comparative Analysis for Slope Stability by Using Machine Learning Methods
نویسندگان
چکیده
Earth slopes’ stability analysis is a key task in geotechnical engineering that provides detailed view of the slope conditions used to implement appropriate stabilizations. In process, calculating safety factor (F.S) plays an essential part assessment, which guarantees operations’ success. Providing accurate and reliable F.S can be improve procedure as well this regard, researchers computational intelligent methodologies reach highly calculations. The presented study focused on estimation process attempted provide comparative based intelligence machine learning methods. well-known multilayer perceptron (MLP), decision tree (DT), support vector machines (SVM), random forest (RF) algorithms were predict/calculate for earth slopes. These classifiers have strong capability predict under certain failures uncertainties. models implemented dataset containing 100 stabilities, recorded from various locations provinces Fars, Isfahan, Tehran Iran, randomly divided into training testing datasets. predictive validated by Janbu’s limit equilibrium method (LEM) GeoStudio commercial software. Regarding study’s results, MLP (accuracy = 0.901/precision 0.90) more results than other classifiers, with good agreement LEM results. SVM algorithm follows 0.873/precision 0.85). estimated loss function, obtained 0.29 average prediction lowest rate. SVM, DT, RF 0.41, 0.62, 0.45 losses, respectively. This article tried fill gap traditional procedures advanced assessments.
منابع مشابه
rodbar dam slope stability analysis using neural networks
در این تحقیق شبکه عصبی مصنوعی برای پیش بینی مقادیر ضریب اطمینان و فاکتور ایمنی بحرانی سدهای خاکی ناهمگن ضمن در نظر گرفتن تاثیر نیروی اینرسی زلزله ارائه شده است. ورودی های مدل شامل ارتفاع سد و زاویه شیب بالا دست، ضریب زلزله، ارتفاع آب، پارامترهای مقاومتی هسته و پوسته و خروجی های آن شامل ضریب اطمینان می شود. مهمترین پارامتر مورد نظر در تحلیل پایداری شیب، بدست آوردن فاکتور ایمنی است. در این تحقیق ...
Comparative Analysis of Machine Learning Algorithms with Optimization Purposes
The field of optimization and machine learning are increasingly interplayed and optimization in different problems leads to the use of machine learning approaches. Machine learning algorithms work in reasonable computational time for specific classes of problems and have important role in extracting knowledge from large amount of data. In this paper, a methodology has been employed to opt...
متن کاملSlope Stability Analysis Using a Self-Adaptive Genetic Algorithm
This paper introduces a methodology for soil slope stability analysis based on optimization, limit equilibrium principles and method of slices. In this study, the slope stability analysis problem is transformed into a constrained nonlinear optimization problem. To solve that, a Self-Adaptive Genetic Algorithm (GA) is utilized. In this study, the slope stability safety factors are the objective ...
متن کاملRock Slope Stability Analysis Using Discrete Element Method
Rock slope stability depends very much on the strength features of the rock and the geometrical and strength characteristics of the discontinuities (e.g., roughness, wall strength and persistence). Since a rock mass is not a continuum, its behavior is dominated by such discontinuities as faults, joints and bedding planes. Also, Rock slope instability is a major hazard for human activities and o...
متن کاملAN AGGREGATED FUZZY RELIABILITY INDEX FOR SLOPE STABILITY ANALYSIS
While sophisticated analytical methods like Morgenstern-Price or finite elementmethods are available for more realistic analysis of stability of slopes, assessment of the exactvalues of soil parameters is practically impossible. Uncertainty in the soil parameters arisesfrom two different sources: scatter in data and systematic error inherent in the estimate of soilproperties. Hence, stability o...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: Applied sciences
سال: 2023
ISSN: ['2076-3417']
DOI: https://doi.org/10.3390/app13031555