Farquharson Jamie I, Heap Michael J, Carbillet Lucille, Baud Patrick
Institute for Research Administration, Niigata University, Ikarashi 2-8050, Nishi-ku, Niigata 950-2181, Japan.
Research Institute for Natural Hazards and Disaster Recovery, Niigata University, Ikarashi 2-8050, Nishi-ku, Niigata 950-2181, Japan.
R Soc Open Sci. 2024 Aug 28;11(8):240792. doi: 10.1098/rsos.240792. eCollection 2024 Aug.
Beyond a threshold applied compressive stress, porous rocks typically undergo either dilatant or compactant inelastic deformation and the response of their physical properties to deformation mode is key to mass transport, heat transport and pressure evolution in crustal systems. Transitions in failure modes-involving switches between dilatancy and compaction-have also been observed, but to date have received little attention. Here, we perform a series of targeted mechanical deformation experiments on porous andesites, designed to elucidate complex post-failure deformation behaviour. By investigating a sample suite and effective pressure range that straddles the transition between positive and negative volumetric responses to compression, we show two post-failure critical stress states: a transition from compaction to dilation ( ), and a transition from dilation to compaction, which we term . We demonstrate that multiple switches in deformation mode can be driven by stress application under conditions relevant to the shallow crust. While the effect on fluid flow properties of compaction-to-dilation switching may be masked by a net reduction in sample porosity, samples that underwent dilatant-to-compactant failure mode switching exhibited an increase in permeability of approximately two orders of magnitude, despite only slight net volumetric change. Such a substantial permeability enhancement underscores the importance of post-failure deformation in influencing solute and heat transfer in the crust, and the generation of supra-hydrostatic fluid pressures in volcanic environments.
超过某个阈值施加的压缩应力后,多孔岩石通常会经历扩容或压实非弹性变形,其物理性质对变形模式的响应是地壳系统中质量传输、热传输和压力演化的关键。还观察到了破坏模式的转变——包括扩容和压实之间的转换——但迄今为止很少受到关注。在这里,我们对多孔安山岩进行了一系列有针对性的机械变形实验,旨在阐明复杂的破坏后变形行为。通过研究跨越压缩时正负体积响应转变的样本组和有效压力范围,我们展示了两种破坏后临界应力状态:从压实到扩容的转变( ),以及从扩容到压实的转变,我们将其称为 。我们证明,在与浅地壳相关的条件下,应力施加可以驱动变形模式的多次转换。虽然压实到扩容转换对流体流动性质的影响可能被样品孔隙率的净减少所掩盖,但经历了扩容到压实破坏模式转换的样品,尽管净体积变化很小,渗透率却增加了大约两个数量级。如此显著的渗透率增强突出了破坏后变形在影响地壳中溶质和热传递以及火山环境中超静水流体压力产生方面的重要性。