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Geomechanical rock properties of a basaltic volcano

机译:玄武岩火山岩的岩石力学特性

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In volcanic regions, reliable estimates of mechanical properties for specific volcanic events such as cyclic inflation-deflation cycles by magmatic intrusions, thermal stressing, and high temperatures are crucial for building accurate models of volcanic phenomena. This study focuses on the challenge of characterizing volcanic materials for the numerical analyses of such events. To do this, we evaluated the physical (porosity, permeability) and mechanical (strength) properties of basaltic rocks at Pacaya Volcano (Guatemala) through a variety of laboratory experiments, including: room temperature, high temperature (935 °C), and cyclically-loaded uniaxial compressive strength tests on as-collected and thermally-treated rock samples. Knowledge of the material response to such varied stressing conditions is necessary to analyze potential hazards at Pacaya, whose persistent activity has led to 13 evacuations of towns near the volcano since 1987. The rocks show a non-linear relationship between permeability and porosity, which relates to the importance of the crack network connecting the vesicles in these rocks. Here we show that strength not only decreases with porosity and permeability, but also with prolonged stressing (i.e., at lower strain rates) and upon cooling. Complimentary tests in which cyclic episodes of thermal or load stressing showed no systematic weakening of the material on the scale of our experiments. Most importantly, we show the extremely heterogeneous nature of volcanic edifices that arise from differences in porosity and permeability of the local lithologies, the limited lateral extent of lava flows, and the scars of previous collapse events. Input of these process-specific rock behaviors into slope stability and deformation models can change the resultant hazard analysis. We anticipate that an increased parameterization of rock properties will improve mitigation power.
机译:在火山地区,对特定火山事件的机械性能的可靠估计,例如岩浆侵入,热应力和高温引起的周期性充气-放气循环,对于建立准确的火山现象模型至关重要。这项研究的重点是表征火山岩材料对此类事件的数值分析所面临的挑战。为此,我们通过各种实验室实验评估了帕卡亚火山(危地马拉)玄武岩的物理(孔隙度,渗透率)和机械(强度)性能,包括:室温,高温(935°C)和循环对收集的和热处理过的岩石样品进行单轴抗压强度测试。了解这种应力变化情况下的材料响应对于分析Pacaya的潜在危害非常必要,Pacaya的持续活动自1987年以来已导致13个火山撤离了火山附近的城镇。岩石表现出渗透率与孔隙率之间的非线性关系,这与连接这些岩石中的囊泡的裂缝网络的重要性。在这里我们表明强度不仅随着孔隙率和渗透率而降低,而且随着应力的延长(即在较低的应变速率下)和冷却而降低。在周期性的热应力或负载应力试验中,免费试验表明在我们的实验规模上该材料没有系统地减弱。最重要的是,我们显示出火山构造的极端异质性,这是由于局部岩性的孔隙度和渗透率差异,熔岩流的横向范围有限以及先前坍塌事件的疤痕所致。将这些特定于过程的岩石行为输入边坡稳定性和变形模型可以改变最终的危害分析。我们预计增加岩石属性的参数化将提高缓解能力。

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