The present invention provides a method for judging the
instability of a
rock slope, comprising obtaining the direction α0 and the inclination θ0 of the slope, the direction α i and the inclination angle θ i and the rock
mass structural
friction angle ψ; the strike of the rock layer structural surface α i Subtract the slope strike α0 to obtain the relative strike β of the rock formation surface i ; Draw a
reference plane circle with
radius R, and define the center coordinates of the
reference plane circle as x=0, y=0; draw a friction circle inside the
reference plane circle, the friction circle is concentric with the reference plane circle, and the
radius of the friction circle is R f =Rcosψ; draw a slope projection circle in the reference plane circle, the coordinates of its center O0 can be obtained according to x=Rtanθ0*cosα0, y=Rtanθ0*sinα0, and its
radius r0 can be obtained according to r0=R / cosθ0; draw multiple rock layer structural surface circles in the reference plane circle, the center O i The coordinates can be obtained according to x = Rtanθ i *cosβ i , y=Rtanθ i *sinβ i We get the radius r i According to r i =R / cosθ i According to θ0≥θ i Using the principle of ≥ψ, the intersection of the slope's projected
great circle and the friction circle is considered a possible sliding zone. When i > 1, if the intersection of any two great circles of rock stratum structural surfaces falls within the possible sliding zone, the slope is considered potentially unstable. This procedure allows for the development of a program to implement automated intelligent identification
software, resolving the existing challenges of difficult-to-understand, complex analysis, and significant
workload associated with
rock slope stability assessment.