Bianchi Patrick, Selvadurai Paul Antony, Dal Zilio Luca, Salazar Vásquez Antonio, Madonna Claudio, Gerya Taras, Wiemer Stefan
Swiss Seismological Service, ETH Zurich, Zurich, Switzerland.
Institute of Geophysics, ETH Zurich, Zurich, Switzerland.
Rock Mech Rock Eng. 2024;57(8):5371-5395. doi: 10.1007/s00603-024-04025-y. Epub 2024 Jun 22.
We combined novel laboratory techniques and numerical modeling to investigate (a)seismic preparatory processes associated with deformation localization during a triaxial failure test on a dry sample of Berea sandstone. Laboratory observations were quantified by measuring strain localization on the sample surface with a distributed strain sensing (DSS) array, utilizing optical fibers, in conjunction with both passive and active acoustic emission (AE) techniques. A physics-based computational model was subsequently employed to understand the underlying physics of these observations and to establish a spatio-temporal correlation between the laboratory and modeling results. These simulations revealed three distinct stages of preparatory processes: (i) highly dissipative fronts propagated towards the middle of the sample correlating with the observed acoustic emission locations; (ii) dissipative regions were individuated in the middle of the sample and could be linked to a discernible decrease of the P-wave velocities; (iii) a system of conjugate bands formed, coalesced into a single band that grew from the center towards the sample surface and was interpreted to be representative for the preparation of a weak plane. Dilatative lobes at the process zones of the weak plane extended outwards and grew to the surface, causing strain localization and an acceleration of the simulated deformation prior to failure. This was also observed during the experiment with the strain rate measurements and spatio-temporally correlated with an increase of the seismicity rate in a similar rock volume. The combined approach of such laboratory and numerical techniques provides an enriched view of (a)seismic preparatory processes preceding the mainshock.
我们结合了新颖的实验室技术和数值模拟方法,以研究在 Berea 砂岩干样品的三轴破坏试验中与变形局部化相关的地震准备过程。通过使用分布式应变传感(DSS)阵列(利用光纤)并结合被动和主动声发射(AE)技术来测量样品表面的应变局部化,从而对实验室观测结果进行量化。随后采用基于物理的计算模型来理解这些观测结果的潜在物理机制,并在实验室和模拟结果之间建立时空相关性。这些模拟揭示了准备过程的三个不同阶段:(i)高耗散前沿向样品中部传播,与观测到的声发射位置相关;(ii)耗散区域在样品中部被区分出来,并且可以与 P 波速度的明显下降联系起来;(iii)共轭带系统形成,合并成一个从中心向样品表面生长的单个带,被解释为代表弱面的形成。弱面过程区的膨胀叶向外扩展并延伸到表面,导致应变局部化,并在破坏前加速模拟变形。在实验中通过应变率测量也观察到了这一点,并且在时空上与类似岩石体积中的地震活动率增加相关。这种实验室和数值技术的结合方法为震前的地震准备过程提供了更丰富的视角。