Research Article

Stability Analysis of Slope with Multiple Sliding Surfaces Based on Dynamic Strength-Reduction DDA Method

Table 2

Contact status table.

Contact switchContact conditionContact force

Open-openN > 0No
Open-slidingN < 0, |S| > |f|Yes
Open-lockedN < 0, |S| < |f|Yes
Sliding-openN > 0No
Sliding-slidingN < 0, |S| > |f| or N < 0, ψ = −sgn fYes
Sliding-lockedN < 0, |S| < |f| or N < 0, ψ = sgn fYes
Locked-openN > 0No
Locked-slidingN < 0, |S| > |f|Yes
Locked-lockedN < 0, |S| < |f|Yes

1N is the normal contact force, S is the shear contact force, ψ is the direction of shear displacement, and f is the frictional force.