Research Article

Physical Model Test on the Influence of Karst Cave under and in front of Pile on the Stability of Embedded End of Antislide Pile

Table 5

Verification results of horizontal ultimate bearing capacity.

TypeSimulated ultimate load value by formula (1)Test ultimate load value (KN)

Karst cave under and in front of pile test model6.96.2

Note. The previous load of the failure load is taken as ultimate load of the test.