Patrick Bianchi, Paul Antony Selvadurai, Luca Dal Zilio, Antonio Salazar Vásquez, Claudio Madonna, Taras Gerya, Stefan Wiemer
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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. 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引用次数: 0
摘要
我们将新型实验室技术与数值建模相结合,研究了在对贝里亚砂岩的干燥样本进行三轴破坏试验期间与变形定位相关的(a)地震准备过程。实验室观测是通过利用光纤的分布式应变传感(DSS)阵列,结合被动和主动声发射(AE)技术,测量样品表面的应变定位来量化的。随后采用了基于物理学的计算模型,以了解这些观测结果的基本物理学原理,并建立实验室结果与建模结果之间的时空相关性。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间传播,与观测到的声发射位置相关;(ii) 在样品中间形成单独的耗散区域,可与 P 波速度的明显下降联系起来;(iii) 形成共轭带系统,凝聚成单一带,从中心向样品表面扩展,被解释为代表弱平面的准备过程。薄弱平面加工区的扩张裂片向外延伸并向表面扩展,造成应变局部化,并在破坏前加速模拟变形。这也是在应变速率测量实验中观察到的,并与类似岩体的地震率增加在时空上相关。这种实验室和数值技术相结合的方法丰富了对主震前(a)地震准备过程的认识。
Pre-Failure Strain Localization in Siliclastic Rocks: A Comparative Study of Laboratory and Numerical Approaches.
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.
期刊介绍:
Rock Mechanics and Rock Engineering covers the experimental and theoretical aspects of rock mechanics, including laboratory and field testing, methods of computation and field observation of structural behavior. The journal maintains the strong link between engineering geology and rock engineering, providing a bridge between fundamental developments and practical application. Coverage includes case histories on design and construction of structures in rock such as underground openings, large dam foundations and rock slopes.
Fields of interest include rock mechanics in all its varied aspects including laboratory testing, field investigations, computational methods and design principles. The journal also reports on applications in tunneling, rock slopes, large dam foundations, mining, engineering and engineering geology.