To characterize the three-dimensional evolution of creep damage in deep roadway surrounding rock, this study establishes a COMSOL-based (Multiphysics 6.3) integrated analysis framework coupling creep damage, seismic velocity response and three-dimensional imaging. The framework adopts the Norton–Bailey creep constitutive model, Weibull-distributed material heterogeneity and an elastic damage model to simulate the 210-day creep damage evolution of surrounding rock. The three-dimensional P-wave velocity field is then reconstructed via a regional correlation approach using active-source P-wave first-arrival times. The results show that with progressive damage accumulation, low-velocity zones gradually expand from the intersection of the fault and roadway roof towards both the fault zone and the surrounding roadway. From 90 d to 210 d, these anomalies develop into a large-scale regional low-velocity belt with significantly enhanced spatial connectivity. The fault weak plane exerts a controlling effect on damage localization and the formation of low-velocity zones. Numerical results demonstrate a distinct spatiotemporal correspondence between P-wave low-velocity zones and damage concentration areas. Furthermore, the predicted damage distribution agrees well with the field failure morphology of surrounding rock, verifying that the proposed method can effectively track creep damage evolution in rock masses and provide an analytical basis for dynamic stability evaluation and early warning of deep roadway surrounding rock.
This study devised a blasting experiment to establish a dynamic quantified relationship between blasting and movement, failure, and ejection of rock masses. The experiment was conducted using the 3D digital image correlation method (3D-DIC), which provided high-speed images capturing the process of shallow-buried tunne...
Li-Jun Wu, Min Gong, Hao-Jun Wu et al.· Processes· 0 citations
An earthquake-hosting fault may present complicated geometry, which has relatively straight and simple segments to host major slips, and bifurcates into “horse tail” structures near ends. The “horse tails” play an important role in controlling the nucleation and termination behaviors of great earthquakes. Despite the...
Wei Liu, Yi-Jian Zhou, Han Yue· Seismological Research Lette...· 0 citations
We present three-dimensional (3D) spectral-element simulations of seismic wave propagation in the Swiss Rhône Valley to quantify how realistic Alpine topography affects ground motion across frequency bands. The simulations incorporate a digital elevation model–based free surface topography representation, a 3D crusta...
M. Koroni, Laura A. Ermert, P. Bergamo et al.· Bulletin of The Seismologica...· 1 citation
Long-term assessment of aging highway tunnels requires linking spatial geometry with time-dependent rock-lining interactions. This study examined the 1147 m left tube of the Jinan Tunnel after 23 years of service to identify deformation-sensitive zones and inform maintenance. The tunnel is excavated mainly in weathered...