A Dual Factor Analysis System of Talus Slope Stability Based on Post-Processing of Electroencephalography Data
Abbaszadeh M, Shahriar K, Sharifzadeh M, Heydari M. Uncertainty and reliability analysis applied to slope stability: a case study from Sungun copper mine. Geotechnical and Geological Engineering 2011; 29(4): 581-96.
Chen H. Analysis of numerical simulation of wading landslide in Three Gorges Reservoir area based on Outang Landslide, Mathematical Modelling of Engineering Problems 2016; 3(2): 71-74.
Dou HQ, Han TC, Gong XN, Qiu ZY, Li ZN. Effects of the spatial variability of permeability on rainfall-induced landslides. Engineering Geology 2015; 192: 92-100.
Gui Y, Deng TF, Luo CH. Establishment of slope stability dual index system based on Monte Carlo simulation and its application. Rock and Soil Mechanics 2014; 35(7): 1979-86.
Hicks MA, Nuttall JD, Chen J. Influence of heterogeneity on 3D slope reliability and failure consequence. Computers and Geotechnics 2014; 61: 198-208.
Jiang SH, Li DQ, Zhang LM, Zhou CB. Slope reliability analysis considering spatially variable shear strength parameters using a non-intrusive stochastic finite element method. Engineering Geology 2014; 168: 120-28.
Kang F, Han SX, Salgado R, Li JJ. System probabilistic stability analysis of soil slopes using Gaussian process regression with Latin hypercube sampling. Computers and Geotechnics 2015; 63: 13-25.
Kornejady A, Ownegh M, Bahremand A. Landslide susceptibility assessment using maximum entropy model with two different data sampling methods. Catena 2017; 152: 144-62.
Li CQ, Wang W, Wang S. Maximum-entropy method for evaluating the slope stability of earth dams. Entropy 2012; 14(10): 1864-76.
Li DQ, Qi XH, Cao ZJ, Tang XS, Phoon KK, Zhou CB. Evaluating slope stability uncertainty using coupled Markov chain. Computers and Geotechnics 2016; 73: 72-82.
Li DQ, Xiao T, Cao ZJ, Phoon KK, Zhou CB. Efficient and consistent reliability analysis of soil slope stability using both limit equilibrium analysis and finite element analysis. Applied Mathematical Modelling 2016; 40(9-10): 5216-29.
Lim K, Cassidy MJ, Li AJ, Lyamin AV. Mean parametric Monte Carlo study of fill slopes. International Journal of Geomechanics 2017; 17(4): 04016105-10.
Luo WQ, Wang LQ, Gong Y. Study on slope stability by dual index system based on normal distribution. Chinese Journal of Rock Mechanics and Engineering 2005; 24 (13): 2288-92.
Ma JQ, Li GJ, Xu PH, Zhang W, Meng FQ. Reliability analysis of slope with Latin hypercube sampling and K-S test. Rock and Soil Mechanics 2011; 32(7): 2153-56.
Morteza A, Rainer P. Probabilistic analysis of rock slopes involving correlated non-normal variables using point estimate methods. Rock Mechanics and Rock Engineering 2016; 49(3): 909-25.
Nedezki CM, Trif A, Bugnar F. Experimental study of the cutting resultant force from the aluminium alloy turning process en aw 6082, Academic Journal of Manufacturing Engineering 2016; 14(4): 93-99.
Peng M, Li XY, Li DQ, Jiang SH, Zhang LM. Slope safety evaluation by integrating multi-source monitoring information. Structural Safety 2014; 49: 65-74.
Peng X, Li DQ, Cao ZJ, Tang XS, Zhou CB. Reliability based design approach of rock slopes using Monte Carlo simulation. Chinese Journal of Rock Mechanics and Engineering 2016; 35(Supp2): 3794-804.
Samui P, Lansivaara T, Bhatt RM. Least Square Support Vector Machine Applied to Slope Reliability Analysis. Geotechnical and Geological Engineering 2013; 31(4): 1329-34.
Shu SX, Gong WH. An artificial neural network-based response surface method for reliability analyses of c-φ slopes with spatially variable soil. China Ocean Engineering 2016; 30(1): 113-22.
Tang CH, Chai B, Liu ZC. Reliability analysis stability of fill slope. Earth Science-Journal of China University of Geosciences 2012; 38(3): 616-24.
Wang HB, Kyoji S. Probabilistic modeling of seismically triggered landslides using Monte Carlo simulations. Rock and Soil Mechanics 2007; 28(12): 2565-69.
Wang JP, Huang D. RosenPoint: A Microsoft Excel-based program for the Rosenblueth point estimate method and an application in slope stability analysis. Computers and Geosciences 2012; 48: 239-43.
Wang XL, Frattini P, Crosta GB, Zhang LQ, Agliardi F, Lari S, Yang ZF. Uncertainty assessment in quantitative rockfall risk assessment. Landslides 2014; 11(4): 711-22.
Wu ZY, Shi Q, Guo QQ, Chen JK. CST-based first order second moment method for probabilistic slope stability analysis. Computers and Geotechnics 2017; 85: 51-58.
Xia J, Xiao L, Wan LP. Application of random-fuzzy probability statistics method, Mathematical Modelling of Engineering Problems 2016; 3(1): 19-24.
Zhu H, Griffiths DV, Fenton GA, Zhang LM. Undrained failure mechanisms of slopes in random soil. Engineering Geology 2015; 191: 31-35.