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

<div>Geological cross-section (2-2′) profile of the G1002 EPL. The erosion at the concave slope toe induced a retrogressive sliding mode.</div>

Advances in Civil Engineering

Figure 5: Failure Mechanism and Mitigation Measures of the G1002 Electricity Pylon Landslide at the Jinping I Hydropower Station 