The invention discloses an initial strengthening method specific to an unstable slope. The initial strengthening method includes the steps that
mechanics parameters obtained before and after softeningof the slope are measured, and whether initiative strengthening needs to be conducted or not is judged; a two-dimensional geological generalized model is established, and boundary conditions are set;rock and
soil mechanics parameters obtained after
softening are brought into the two-dimensional geological generalized model, a first
safety coefficient F1 is calculated, and whether initiative strengthening needs to be conducted or not is judged; a strengthening manner and strengthening parameters of an anchor cable frame are set according to the two-dimensional geological generalized model; and initial rock and
soil mechanics parameters are brought into the two-dimensional geological generalized model, a second
safety coefficient F2 is calculated on the strengthened slope, and whether thesecond
safety coefficient conforms to project stability or not is judged. By means of the initiative strengthening method, rock and soil physical and
mechanics parameter changes obtained before and after excavation are taken into consideration, the anchor cable frame is immediately adopted for conducting initiative strengthening on the slope after excavation, the strength in the rock and soil initial state is sufficiently utilized, the phenomenon that the rock and
soil strength is greatly reduced when the slope is deformed and softened after excavation is avoided, and slope plants can be effectively protected against damage.