Earthquake Dynamic Failure Mechanism of Dangerous Rock Based on Dynamics and PFC3D

Abstract

The dynamic failure mechanism of horizontally layered dangerous rock during earthquakes is complex and only few studies have addressed the combination of particle flow code (PFC) meso-level failure mechanism and mechanical analysis. Based on fracture mechanics and material mechanics we establish a calculation method for the interlayer load and stability coefficient of horizontal layered dangerous rock during strong earthquakes. The method was applied for calculating the stability of a horizontally layered dangerous slope along a highway in the Sichuan Province (China) during earthquakes as a case study. Using a 3D particle flow simulation technology, a PFC3D model of horizontal layered dangerous rock was established. Its dynamic stability, failure mode and Hilbert-Huang 3D time-frequency characteristics are analyzed, and the results of the simulation are largely consistent with the time of the dangerous rock failure as estimated by our new calculation method. Our study documents that as the seismic acceleration gradually increases, the stability coefficient of the rock block fluctuates more violently and the stability coefficient gradually decreases. The stability coefficient of the rock block decreases fastest between 5 and 6 s and the reduction in the stability coefficient is between 0.12 and 0.25. Before the seismic acceleration reaches the maximum, the dangerous rock blocks on the two main controlling structures collapse and get destroyed. 25 s after the earthquake, the failure mode of the dangerous rock is collapse-slip-rotation. We show that earthquakes with frequencies of 0–10 and 250 Hz have the strongest destructive effect on the stability of the horizontally layered dangerous rocks.

Research on Deformation and Fracture Characteristics of the Fractured Rock Mass Under Coupling of Heavy Rainfall Infiltration and Mining Unloading

“…The key of particle flow code (PFC) to simulate the mechanical behavior of materials is to generate the initial model (Zhang et al, 2021;Xu and Xu, 2021;. First, the PFC servo system is used to adjust the packing density, size, and contact precision of the model particles to the ideal state and make them in the state of force equilibrium (Tian et al, 2021;Sarfarazi et al, 2021). After the initial model is generated, in order to make the macroscopic and microscopic mechanical properties of the specimen correspond to each other, the calibration test is carried out according to the stress-strain curves of the specimen measured under uniaxial compression, and the microscopic parameters are adjusted repeatedly by PFC.…”

An Investigation Into the Mechanism of Rock Bursts in Mines for Tunnel-Cut Isolated Areas with Multiple Stress Fields

“…Another accident occurred on February 22, 2020, in the Xinjulong mine in Shandong, resulting in four deaths and the loss of 18 million RMB. In the aforementioned incidents, the tunnelcut coal areas were subjected to the lateral abutment pressure of the goafs and mining stress in the working face, which affected the associated geological structures and accumulated a significant amount of strain energy in the areas in question (Cui et al, 2021;Liu et al, 2021;Tian et al, 2021;Wu et al, 2021). Therefore, failure of overlying strata readily occurred over a wide area, resulting in rock bursts.…”