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

<div>Plan layout of the anchor cables with lattice frame beams to control the residual masses of the G1002 EPL. The spaces between frame beams are filled by M10 mortar rubble concrete with a thickness of 0.3 m to slow down future weathering.</div>

Advances in Civil Engineering

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Figure 11

Figure 11: Failure Mechanism and Mitigation Measures of the G1002 Electricity Pylon Landslide at the Jinping I Hydropower Station 