ABSTRACT
To study the stability of the red bed slope in Central Yunnan under rainfall conditions. According to the current situation of red bed soft rock in Central Yunnan, the geological characteristics of red bed in Central Yunnan, rock mass structure of excavated slope, types of excavated slope disasters, and prevention and treatment measures are systematically analyzed. The seepage coupling analysis of slope instability under rainfall is carried out by using geo studio and can provide a reference for disaster treatment.
