Study on the Spatially Variable Saturated Hydraulic Conductivity and Deformation Behavior of Accumulation Reservoir Landslide Based on Surface Nuclear Magnetic Resonance Survey

<div>Structure of the geomaterial in the Baishuihe landslide. (a) Colluvial-deluvial deposit soil-rock mixture of the slide mass. (b) Gravel soil of the sliding zone.</div>

Advances in Civil Engineering

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Figure 2: Study on the Spatially Variable Saturated Hydraulic Conductivity and Deformation Behavior of Accumulation Reservoir Landslide Based on Surface Nuclear Magnetic Resonance Survey 

Figure 2 | Study on the Spatially Variable Saturated Hydraulic Conductivity and Deformation Behavior of Accumulation Reservoir Landslide Based on Surface Nuclear Magnetic Resonance Survey 