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首页> 外文期刊>Journal of Volcanology and Geothermal Research >Magma chambers: Formation, local stresses, excess pressures, and compartments
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Magma chambers: Formation, local stresses, excess pressures, and compartments

机译:岩浆室:地层,局部应力,超压和隔层

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摘要

An existing magma chamber is normally a necessary condition for the generation of a large volcanic edifice. Most magma chambers form through repeated magma injections, commonly sills, and gradually expand and change their shapes. Highly irregular magma-chamber shapes are thermo-mechanically unstable; common long-term equilibrium shapes are comparatively smooth and approximate those of ellipsoids of revolution. Some chambers, particularly small and sill-like, may be totally molten. Most chambers, however, are only partially molten, the main part of the chamber being crystal mush, a porous material. During an eruption, magma is drawn from the crystal mush towards a molten zone beneath the lower end of the feeder dyke. Magma transport to the feeder dyke, however, depends on the chamber's internal structure; in particular on whether the chamber contains pressure compartments that are, to a degree, isolated from other compartments. It is only during large drops in the hydraulic potential beneath the feeder dyke that other compartments become likely to supply magma to the erupting compartment, thereby contributing to its excess pressure (the pressure needed to rupture a magma chamber) and the duration of the eruption. Simple analytical models suggest that during a typical eruption, the excess-pressure in the chamber decreases exponentially. This result applies to a magma chamber that (a) is homogeneous and totally fluid (contains no compartments), (b) is not subject to significant replenishment (inflow of new magma into the chamber) during the eruption, and (c) contains magma where exsolution of gas has no significant effect on the excess pressure. For a chamber consisting of pressure compartments, the exponential excess-pressure decline applies primarily to a single erupting compartment. When more than one compartment contributes magma to the eruption, the excess pressure may decline much more slowly and irregularly. Excess pressure is normally similar to the in-situ tensile strength of the host rock, 0.5-9 MPa. These in-situ strength estimates are based on hydraulic fracture measurements in drill-holes worldwide down to crustal depths of about 9 km. These measurements do not support some recent magma-chamber stress models that predict (a) extra gravity-related wall-parallel stresses at the boundaries of magma chambers and (b) magma-chamber excess pressures prior to rupture of as much as hundreds of mega-pascals, particularly at great depths. General stress models of magma chambers are of two main types: analytical and numerical. Earlier analytical models were based on a nucleus-of-strain source (a 'point pressure source') for the magma chamber, and have been very useful for rough estimates of magma-chamber depths from surface deformation during unrest periods. More recent models assume the magma chamber to be axisymmetric ellipsoids or, in two-dimensions, ellipses of various shapes. Nearly all these models use the excess pressure in the chamber as the only loading (since lithostatic stress effects are then automatically taken into account), assume the chamber to be totally molten, and predict similar local stress fields. The predicted stress fields are generally in agreement with the world-wide stress measurements in drill-holes and, in particular, with the in-situ tensile-strength estimates. Recent numerical models consider magma-chambers of various (ideal) shapes and sizes in relation to their depths below the Earth's surface. They also take into account crustal heterogeneities and anisotropies; in particular the effects of the effects of a nearby free surface and horizontal and inclined (dipping) mechanical layering. The results show that the free surface may have strong effects on the local stresses if the chamber is comparatively close to the surface. The mechanical layering, however, may have even stronger effects. For realistic layering, and other heterogeneities, the numerical models predict complex local stresses around magma chambers, with implications for dyke paths, dyke arrest, and ring-fault formation.
机译:通常,现有的岩浆室是生成大型火山大厦的必要条件。大多数岩浆腔通过反复的岩浆注入(通常为基岩)形成,并逐渐扩展并改变其形状。高度不规则的岩浆室形状是热机械不稳定的。常见的长期平衡形状比较光滑,近似于旋转椭球体。一些小室,特别是小巧的窗台可能会完全融化。然而,大多数腔室仅部分熔融,腔室的主要部分是晶体糊状的多孔材料。在喷发过程中,岩浆从水晶糊浆中流向进给堤坝下端下方的熔融区。然而,岩浆输送到支线堤坝的过程取决于腔室的内部结构。特别是关于腔室是否包含与其他腔室在一定程度上隔离的压力腔室。只有在馈线堤坝下方的水力势头大幅下降期间,其他隔间才有可能向喷发隔间供应岩浆,从而增加了岩浆的过高压力(使岩浆室破裂所需的压力)和喷发持续时间。简单的分析模型表明,在典型的喷发过程中,室内的过压呈指数下降。此结果适用于以下岩浆腔:(a)均质且完全为流体(不包含隔室);(b)在喷发过程中没有大量补充(新岩浆流入腔),并且(c)含有岩浆气体逸出对过压没有明显影响的地方。对于由压力室组成的腔室,指数过压下降主要适用于单个喷出室。当一个以上的隔间在岩浆中造成喷发时,过大的压力可能会更加缓慢且不规则地下降。多余压力通常类似于基岩的原位抗拉强度0.5-9 MPa。这些现场强度估算是基于全球范围直至地壳深度约9 km的钻孔中的水力压裂测量得出的。这些测量结果不支持某些最新的岩浆室应力模型,这些模型预测(a)岩浆室边界处与重力有关的壁平行应力,以及(b)破裂前高达数百兆瓦的岩浆室过大压力。 -帕斯卡,尤其是在深处。岩浆室的一般应力模型主要有两种:分析型和数值型。较早的分析模型是基于岩浆室的应变核源(“点压力源”),对于根据动荡时期的表面变形粗略估算岩浆室深度非常有用。最近的模型假设岩浆腔是轴对称的椭圆体,或者是二维的各种形状的椭圆体。几乎所有这些模型都将腔室中的过剩压力用作唯一载荷(因为然后会自动考虑岩石静应力效应),假定腔室完全熔融,并预测相似的局部应力场。预测的应力场通常与世界范围内钻孔中的应力测量值一致,尤其是与原位拉伸强度估计值一致。最近的数值模型考虑了各种(理想)形状和大小的岩浆腔室,它们与它们在地球表面以下的深度有关。他们还考虑了地壳的异质性和各向异性。特别是附近自由表面以及水平和倾斜(浸入)机械分层的影响。结果表明,如果腔室相对靠近表面,自由表面可能会对局部应力产生强烈影响。但是,机械分层可能会产生更强的效果。对于现实的分层和其他异质性,数值模型预测了岩浆室周围的局部应力,这对堤坝路径,堤坝阻滞和环断层形成有影响。

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