The invention provides a method for judging
instability of a
rock slope. The method comprises the steps that the trend alpha 0 and the inclination angle theta 0 of the slope, the trend alpha i and the inclination angle theta i of a rock stratum
structural plane and the
friction angle psi of a rock
mass structure are obtained; subtracting the trend alpha0 of the side slope from the trend alphai of the rock stratum
structural plane to obtain a relative trend betai of the rock stratum
structural plane; drawing a
reference plane circle through the
radius R, and defining the circle center coordinates of the
reference plane circle as x = 0 and y = 0; a friction circle is drawn in the
reference plane circle, the friction circle and the reference plane circle are concentric, and the
radius Rf of the friction circle is equal to Rcospsi; a slope projection large circle is drawn in the reference plane circle, the coordinate of the circle center O0 of the slope projection large circle can be obtained according to x = Rtan theta 0 * cos alpha 0 and y = Rtan theta 0 * sin alpha 0, and the
radius r0 of the slope projection large circle can be obtained according to r0 = R / cos theta 0; a plurality of rock stratum structural plane large circles are drawn in the reference plane circle, the coordinates of the circle center Oi of the large circles can be obtained according to x = Rtan theta i * cos beta i and y = Rtan theta i * sin beta i, and the radius ri of the large circles can be obtained according to ri = R / cos theta i; according to the principle that theta0 > = thetai > = psi, the intersection area of the slope projection large circle and the friction circle is judged as a possible sliding area; when i is larger than 1, if the intersection point of the large circles of any two rock stratum structural planes falls in the possible sliding area, it is judged that the slope is likely to be unstable. Programs can be written through the steps, automatic intelligent judgment
software is achieved, and the problems that in the prior art, a
rock slope stability judgment method is not easy to understand, the analysis process is complex, and the
workload is huge are solved.