The invention relates to a method of detecting stability of a rock
mass side slope and warning and forecasting
instability of the side slope by adopting
motive power increment displacement response ratio parameters. A
motive power monitoring and warning method of rock
mass landslide includes the following steps: (1) ensuring side slope geometric elements to be detected, mapping of a sliding surface and
self weight of a
landslide body, (2) designing and arranging side slope downward sliding
motive power and displacement monitoring points, (3) monitoring and ensuring the side slope downward sliding motive power and downward sliding displacement response, (4) ensuring side slope downward sliding motive power
loading rate parameters, (5) ensuring side slope downward sliding displacement response rate parameters, (6) ensuring
landslide motive power increment displacement response rate parameters, (7) ensuring a landslide stability motive power increment displacement response rate criterion, and (8) monitoring side
slope stability and monitoring and early warning. Stability coefficients of a
limit equilibrium method are organically coupled with a displacement timing sequence analytic method and characteristics of displacement predictive parameters, and limitations of a traditional method are overcome.