Advances in Civil Engineering

Research Article

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

Table 1

Descriptive statistics for the Ks value of the slide mass of the Baishuihe landslide.
LocationNumberMaximumMinimumMeanMedianSDCV
Overall site1697.00 × 10−33.00 × 10−72.99 × 10−43.20 × 10−58.71 × 10−434
Major profile557.00 × 10−34.70 × 10−66.09 × 10−41.40 × 10−41.35 × 10−345
Note: Ks, saturated hydraulic conductivity (cm/s); SD, standard deviation; CV, coefficient of variation (%).