Research Article

Geological Analysis and Model Test of Bedding Rock Cutting Landslide

Table 2

Similar material parameters.

Material nameCohesion (kPa)Internal friction angle (°)Similar material ratio

Slip bodyModel15.8636.05Sand: soil: water = 0.5 : 0.5 : 0.1
Slip surfacePrototype8.234.3
Model0.8529.88Sand: soil: talcum powder: water = 37 : 52 : 35 : 15
BedrockPrototype2.5935.99Cement: sand: soil: water = 36 : 18 : 21 : 8