Advances in Civil Engineering / 2020 / Article / Tab 1

Research Article

On the Location of Multiple Failure Slip Surfaces in Slope Stability Problems Using the Meshless SPH Algorithm

Table 1

Summary of model parameters in FEM, FDM, and LEM.

Method(kN/m3)C(kPa)(degree)E (kPa)μ(degree)


Note. γ= unit weight, c = cohesion, φ = internal friction angle, E = elastic modulus, μ = Poisson ratio, δ = dilation angle, and NA = not applicable.

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