Prediction of Slope Stability using Naive Bayes Classifier

被引:2
作者
Xianda Feng
Shuchen Li
Chao Yuan
Peng Zeng
Yang Sun
机构
[1] University of Jinan,School of Civil Engineering and Architecture
[2] Shandong University,Geotechnical Structural Engineering Research Center
[3] University Grenoble Alpes,Laboratoire 3SR
[4] Chengdu University of Technology,State Key Lab. of Geohazard Prevention and Geoenvironment Protection
来源
KSCE Journal of Civil Engineering | 2018年 / 22卷
关键词
slope stability; naive bayes classifier; incomplete data; expectation maximization algorithm; circular failures;
D O I
暂无
中图分类号
学科分类号
摘要
Slope stability prediction is of primary concern in identifying terrain that is susceptible to landslides and mitigating the damages caused by landslides. In this study, a Naive Bayes Classifier (NBC) was employed to predict slope stability for a slope subjected to circular failures, based on six input factors: slope height (H), slope angle (α), cohesion (c), friction angle (φ), unit weight (γ), and pore pressure ratio (ru). An expectation maximization algorithm was used to perform parameter learning for the NBC with an incomplete data set of 69 slope cases. The model validation with 13 new cases shows that, when compared to the existing empirical approach, the proposed NBC model yields better performance in terms of both accuracy and applicability (i.e., the NBC allows us to determine the probability of slope stability based on any subset of the six input factors).
引用
收藏
页码:941 / 950
页数:9
相关论文
共 138 条
[1]  
Alimohammadlou Y(2014)Estimation of rainfall-induced landslides using ANN and fuzzy clustering methods: A case study in Saeen Slope, Azerbaijan province, Iran CATENA 120 149-162
[2]  
Najafi A(2009)Applying naive bayes data mining technique for classification of agricultural land soils International Journal of Computer Science and Network Security 9 117-122
[3]  
Gokceoglu C(2012)Landslide susceptibility assessment in vietnam using support vector machines, decision tree, and naïve bayes models Mathematical Problems in Engineering 2012 1-26
[4]  
Bhargavi P(2001)Stability assessment and slope design at Sandsloot open pit, South Africa International Journal of Rock Mechanics and Mining Sciences 38 449-466
[5]  
Jyothi S(2004)Numerical analysis of rainfall effects on slope stability International Journal of Geomechanics 4 69-78
[6]  
Bui D T(2009)Prediction of slope stability using artificial neural network (case study: Noabad, Mazandaran, Iran) Arabian Journal of Geosciences 2 311-319
[7]  
Pradhan B(2011)Classification of slopes and prediction of factor of safety using differential evolution neural networks Environmental Earth Sciences 64 201-210
[8]  
Lofman O(1999)Slope stability analysis by strength reduction Géotechnique 49 835-840
[9]  
Revhaug I(1997)On the optimality of the simple bayesian classifier under Zero-One loss Machine Learning 29 103-130
[10]  
Bye A(2013)The prediction of the critical factor of safety of homogeneous finite slopes using neural networks and multiple regressions Computers & Geosciences 51 305-313