Failure Mechanism and Mitigation Measures of the G1002 Electricity Pylon Landslide at the Jinping I Hydropower Station

<div>Numerical simulation results for the residual soil under rainfall conditions (2-2′ cross section). (a) Contour of the outward displacement. (b) Contour of the shear strain increment.</div>

Advances in Civil Engineering

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Figure 10

Figure 10: Failure Mechanism and Mitigation Measures of the G1002 Electricity Pylon Landslide at the Jinping I Hydropower Station 