Research on comprehensive assessment and prediction method of slope stability based on multivariate coupled model of vibration loading
Keywords:
strength discounting method; shear strength; vibration loading; slope stabilityAbstract
The study of slope dynamic response and slope stability under different vibration conditions is of great significance to the slope design in engineering, safe operation of engineering construction equipment and safe prediction of vehicle stopping. This paper combines the relevant factors affecting the deformation and damage of slopes, and establishes a three-dimensional model of slopes for similar simulation using actual engineering slopes. With the advantage of the finite element strength reduction method, the stability of the slope under different vibration loads and the minimum safety factor are solved. Investigate the nodal properties of the slopes in the study area, and the values of shear strength and of the structural surface of the slopes. Simulate and analyze the longitudinal and transverse waves under vibration loads. Trace the slope nodes and analyze the dynamic response of the slope under vibration loading. Explore the sensitivity of the factors affecting the slope stability under vibration loading, and make an overall evaluation of the slope stability. In the dynamic response curves, the horizontal and vertical stress curves tend to zero after 0.73-1.4s at monitoring points No. 1 and No. 2. That is, the vibration duration is about 0.73-1.4s, which is also consistent with the duration obtained from the on-site blasting vibration test. 1# and 2# monitoring points, the initial stress is larger. And the mass vibration of signal #2 is stronger than that of signal #1, but the main vibration frequency of signal #1 is much higher than that of signal #2. In these two signals, the frequency is the dominant factor in destroying the slope. The comprehensive assessment result is that under the action of blasting load (Case II), the rock mass in Area I is in an unstable state, and Area II is in a stable state.