Abstract
To detect areas with the potential for landslides, slopes are routinely subjected to stability analyses. To this end, there is a need to adopt appropriate mitigation techniques. In general, the stability of slopes with circular failure mode is defined as the factor of safety (FOS). The literature includes a variety of numerical/analytical models proposed in different studies to compute the FOS values of slopes. However, the main challenge is to propose a model for solving a non-linear relationship between independent parameters (which have a great impact on slope stability) and FOS values of slopes. This creates a problem with a high level of complexity and with multiple variables. To resolve the problem, this study proposes a new hybrid intelligent model for FOS evaluation and analysis of slopes in two different phases: simulation and optimization. In the simulation phase, different support vector regression (SVR) kernels were built to predict FOS values. The results showed that the radius basis function (RBF) kernel produces more accurate performance prediction compared with the other applied kernels. The prediction accuracy of this kernel was obtained as coefficient of determination = 0.94, which indicates a high prediction capacity during the simulation phase. Then, in the optimization phase, the proposed SVR model was optimized through the use of two well-known techniques, namely, the whale optimization algorithm (WOA) and Harris hawks optimization (HHO), and the optimum input parameters were obtained. The optimal results confirmed that both optimization techniques are able to achieve a high value for FOS of slopes; however, the HHO shows a more powerful process in FOS maximization compared with the WOA technique. In addition, the developed model was also successfully validated using new data with nine data samples.
Highlights
Landslides have been classified as one of the most hazardous natural events, causing damage to lots of public and private properties, and even human lives
For model design and simulation, this study was implemented based on six parameters, namely, the unit weight of slope material (γ), cohesion (c) and angle of internal friction (φ), average angle of slope (β), shear strength parameter, pore water pressure coefficient, and the slope height (H)
These data were used for modeling into a set of basic support vector regression (SVR) models to simulate their behavior to evaluate the factor of safety (FOS) parameter
Summary
Landslides have been classified as one of the most hazardous natural events, causing damage to lots of public and private properties, and even human lives. The above-noted parameters are represented by five different factors: the slope height, the pore– pressure ratio, the slope angle, the soil unit weight, and the soil shear strength parameters (i.e., cohesion and angle of internal friction) [1]. These parameters bring lots of uncertainties to the problem, which makes slope stability analysis a statistically indeterminate problem with a high non-linearity. Different researchers have proposed different assumptions with the aim of simplifying this problem, which has resulted in the development of several methods for slope stability analysis [2,3]
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