Research Article

Formation Mechanism and Stability Analysis of the Hejia Landslide

Table 1

Physical indicators of the sliding zone soil.

No.Density (g/cm3)Water content (%)ProportionDry density (g/cm3)Void ratioSaturation (%)Plastic limitLiquid limit

12.1610.522.771.950.420.7015.824
22.199.972.791.990.390.6915.824
32.129.012.751.940.410.6016.223.9
42.149.082.781.960.420.6116.223.9
Average value2.159.652.771.960.410.651624