首页> 外文期刊>Journal of Volcanology and Geothermal Research >Dike emplacement and flank instability at Mount Etna: Constraints from a poro-elastic-model of flank collapse
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Dike emplacement and flank instability at Mount Etna: Constraints from a poro-elastic-model of flank collapse

机译:埃特纳火山的堤防侵袭和后翼不稳定性:后翼的孔隙弹性模型的约束

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Many volcanic edifices are subject to flank failure, usually produced by a combination of events, rattier than any single process. From a dynamic point of view, the cause of collapse can be divided into factors that contribute to an increase in shear stress, and factors that contribute to the reduction in the friction coefficient μ of a potential basal failure plane. We study the potential for flank failure at Mount Etna considering a schematic section of the eastern flank, approximated by a wedge-like block. For such geometry, we perform a (steady state) limit equilibrium analysis: the resolution of the forces parallel to the possible basal failure plane allows us to determine the total force acting on the potentially unstable wedge. An estimate of the relative strength of these forces suggests that, in first approximation, the stability is controlled primarily by the balance between block weight, lithostatic load and magmatic forces. Any other force (sea load, hydrostatic uplift, and the uplift due to mechanical and thermal pore-fluid pressure) may be considered of second order. To study the model sensitivity, we let the inferred slope a of the basal surface failure vary between —10° and 10°, and consider three possible scenarios: no magma loading, magmastatic load, and magmastatic load with magma overpressure. We use error propagation to include in our analysis the uncertainties in the estimates of the mechanics and geometrical parameters controlling the block equilibrium. When there is no magma loading, the ratio between destabilizing and stabilizing forces is usually smaller than the coefficient of friction of the basal failure plane. In the absence of an initiating mechanism, and with the nominal values of the coefficient of friction μ= 0.7 ±0.1 proposed, the representative wedge will remain stable or continue to move at constant speed. In presence of magmastatic forces, the influence of the lateral restraint decreases. If we consider the magmastatic load only, the block will remain stable (or continue to move at constant speed), unless the transient mechanical and thermal pressurization significantly decrease the friction coefficient, increasing the instability of the flank wedge for α>5° (seaward dipping decollement). When the magma overpressure contribution is included in the equilibrium analysis, the ratio between destabilizing and stabilizing forces is of the same order or larger than the coefficient of friction of the basal failure plane, and the block will become unstable (or accelerate), especially in the case of the reduction in friction coefficient. Finally, our work suggests that the major challenge in studying flank instability at Mount Etna is not the lack of an appropriate physical model, but the limited knowledge of the mechanical and geometrical parameters describing the block equilibrium.
机译:许多火山建筑物都容易遭受侧翼破坏,通常是由多种事件共同产生的,比任何单个过程都要棘手。从动力学的角度来看,坍塌的原因可以分为导致剪切应力增加的因素和导致潜在的基础破坏平面的摩擦系数μ减小的因素。考虑到东部侧翼的示意图部分,我们用楔形块近似地研究了埃特纳火山侧翼破坏的可能性。对于这种几何形状,我们执行(稳态)极限平衡分析:平行于可能的基础破坏平面的力的分辨率使我们能够确定作用在潜在不稳定楔形上的总力。对这些力的相对强度的估计表明,在一阶近似中,稳定性主要受砌块重量,岩石静载荷和岩浆力之间的平衡控制。任何其他力(海荷载,静水力抬升以及由于机械和热孔隙流体压力引起的抬升)都可以考虑为二阶。为了研究模型的敏感性,我们让基础表面破坏的推断斜率a在—10°和10°之间变化,并考虑三种可能的情况:无岩浆载荷,岩浆静载荷和具有岩浆超压的岩浆静载荷。我们使用误差传播将不确定性包括在控制块平衡的力学和几何参数估计中。当没有岩浆负荷时,去稳定力和稳定力之间的比率通常小于基底破坏面的摩擦系数。在没有启动机构的情况下,并且在建议的摩擦系数标称值为μ= 0.7±0.1的情况下,代表性楔块将保持稳定或继续以恒定速度运动。在存在静磁力的情况下,横向约束的影响会减小。如果仅考虑静磁载荷,则滑块将保持稳定(或继续以恒定速度移动),除非瞬态机械和热增压显着降低了摩擦系数,从而增加了侧面楔形在α> 5°(向海)的不稳定性浸入缩斜)。当在平衡分析中包括岩浆超压贡献时,失稳力与稳定力之间的比值等于或大于基体破坏面的摩擦系数,并且块体将变得不稳定(或加速),尤其是在摩擦系数降低的情况。最后,我们的工作表明,研究埃特纳火山侧翼不稳定性的主要挑战不是缺乏适当的物理模型,而是对描述嵌段平衡的力学和几何参数的了解有限。

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