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Strengths and strain energies of volcanic edifices: Implications for eruptions, collapse calderas, and landslides

机译:火山建筑物的强度和应变能:对火山喷发,坍塌的火山口和滑坡的影响

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Natural hazards associated with volcanic edifices depend partly on how fracture resistant the edifices are, i.e. on their strengths. Observations worldwide indicate that large fluid-driven extension fractures (dikes, inclined sheets), shear fractures (landslides), and mixed-mode fractures (ring dikes and ring faults) normally propagate more easily in a basaltic edifice (shield volcano) than in a stratovolcano. For example, dike-fed eruptions occur once every few years in many basaltic edifices but once every 10 2-3 yr in many stratovolcanoes. Large landslides and caldera collapses also appear to be more common in a typical basaltic edifice/shield volcano than in a typical stratovolcano. In contrast to a basaltic edifice, a stratovolcano is composed of mechanically dissimilar rock layers, i.e. layers with mismatching elastic properties (primarily Young's modulus). Elastic mismatch encourages fracture deflection and arrest at contacts and increases the amount of energy needed for a large-scale edifice failure. Fracture-related hazards depend on the potential energy available to propagate the fractures which, in turn, depends on the boundary conditions during fracture propagation. Here there are two possible scenarios: one in which the outer boundary of the volcanic edifice or rift zone does not move during the fracture propagation (constant displacement); the other in which the boundary moves (constant load). In the former, the total potential energy is the strain energy stored in the volcano before fracture formation; in the latter, the total potential energy is the strain energy plus the work done by the forces moving the boundary. Constant-displacement boundary conditions favor small eruptions, landslides, and caldera collapses, whereas constant-load conditions favor comparatively large eruptions, landslides, and collapses. For a typical magma chamber (sill-like with a diameter of 8 km), the strain energy change due to magma-chamber inflation is estimated at the order of 10 14 J (0.1 PJ). For comparison, the surface energy needed to form a typical feeder dikeis of the same order of magnitude, or 10 14 J. There are several processes besides magma-chamber inflation that may increase the strain energy in a volcano before eruption. Thus, during a typical unrest period with magma-chamber inflation, the added strain energy in the volcano is large enough for a typical feeder dike to form. An injected dike, however, only reaches the surface and becomes a feeder if it is able to propagate through the numerous layers and contacts that tend to deflect or arrest dikes. The strong elastic mismatch between layers that constitute stratovolcanoes not only encourages fracture arrest, but also the storage of more strain energy (than in a typical basaltic edifice/shield volcano) before fracture formation and failure. It is thus through producing materials of widely different mechanical properties that stratovolcanoes become strong and resilient.
机译:与火山建筑物相关的自然灾害部分取决于建筑物的抗裂性,即其强度。全世界的观察表明,大型流体驱动的延伸裂缝(堤坝,倾斜板),剪切裂缝(滑坡)和混合模式裂缝(环状堤坝和环状断层)通常在玄武质大厦(盾构火山)中的扩散要容易得多。斯特拉托火山。例如,堤防喷发在许多玄武岩大厦中每隔几年发生一次,但在许多平流火山中每10 2-3年发生一次。与典型的平流层火山相比,在典型的玄武岩大厦/盾构火山中,大型滑坡和破火山口倒塌也似乎更为常见。与玄武岩建筑相反,平流层火山由机械上互不相同的岩石层组成,即具有不匹配的弹性特性(主要是杨氏模量)的层。弹性失配会导致断裂变形和接触处的滞留,并增加大规模建筑物故障所需的能量。与骨折有关的危险取决于可用于传播裂缝的潜在能量,而能量又取决于裂缝传播期间的边界条件。这里有两种可能的情况:一种在裂缝扩展(恒定位移)过程中火山大厦或裂谷带的外边界不移动;另一个边界移动(恒定载荷)。在前者中,总势能是在裂缝形成之前存储在火山中的应变能。在后者中,总势能是应变能加上由移动边界的力所完成的功。恒定位移的边界条件有利于较小的喷发,滑坡和破火山口塌陷,而恒定负荷的条件有利于较大的喷发,滑坡和塌陷。对于典型的岩浆腔(直径为8 km的基岩腔),由于岩腔膨胀引起的应变能变化估计为10 14 J(0.1 PJ)。为了进行比较,形成相同数量级或10 14 J的典型馈线二堤所需要的表面能。除了岩浆腔膨胀以外,还有几种过程可能会增加火山爆发前的应变能。因此,在具有岩浆腔膨胀的典型动荡时期中,火山中增加的应变能足够大,足以形成典型的馈电线堤。但是,如果注入的堤防能够传播通过倾向于偏转或阻止堤防的众多层和接触,则仅到达地面并成为馈线。构成平流层火山的各层之间强烈的弹性失配,不仅促进了裂缝的停滞,而且在裂缝形成和破坏之前,还储存了更多的应变能(比典型的玄武岩/盾构火山要多)。因此,通过生产机械性能差异很大的材料,平流层火山变得坚固而有弹性。

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