Finite Element and Vulnerability Analyses of a Building Failure due to Landslide in Kaithakunda, Kerala, India

Figure 15

Results of numerical analysis. (a) Saturation level of the soil cross section at x = 39.55 m and Z = 8.9 m at vertical cut. (b) Effective stress at various stages. (c) Effective stress validated with the analytical method from PLAXIS 3D. (d) Pore water pressure of the soil at various stages.

(a)

(b)

(c)

(d)