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Geomorphic development of White Island Volcano based on slope stability modelling

机译:基于边坡稳定性模型的白岛火山地貌发育

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White Island shows many geomorphic features associated with stratovolcanoes that have undergone major sector collapse, most notably the flat-floored amphitheatre comprising the present crater. ArcGIS is used to develop a reconstructed pre-failure cone and 2D limiting-equilibrium stability analysis is undertaken of the reconstructed cone. Water table ranges from 0 percent (dry) to 100 percent (saturated) are assumed and earthquake accelerations of 0-0.5 g bracket the likely range of accelerations expected in a volcanic setting; geotechnical data from Moon et al. [Moon, V., Bradshaw, J., Smith, R. and de Lange, W., 2005. Geotechnical characterization of stratocone crater wall sequences, White Island Volcano, New Zealand. Engineering Geology, 81:146-178] are used. The models suggest that flank failure is a feasible explanation for the present-day geomorphology, and indicate that there were at least two retrogressive failures. The best model sees a core of hydrothermally altered material overlying relatively unaltered andesite lavas and breccias, where accelerations of 0.17 g (saturated slope) to 0.45 g (dry slope) are required to initiate failure (F=1.0). The failure modelled was relatively small (volume of 0.21 km~3), and would have mostly involved hydrothermally altered materials with some fresh rock mass. Two toreva blocks are recognised occupying the seaward margin of the amphitheatre, with a lobe of debris offshore suggested as the debris avalanche deposits. Modification of both the outer slopes of the island and the inner crater walls has occurred since the failure event, especially on the southwestern margin of the crater. Modelling suggests that further failure of the inner walls is likely and poses a significant hazard to tourists visiting the island; further outer slope failures are unlikely.
机译:白岛(White Island)显示出许多与平流层火山相关的地貌特征,这些层流火山经历了主要的扇形塌陷,其中最引人注目的是包括本火山口的平顶圆形剧场。 ArcGIS用于开发重建的失效前锥体,并对重建的锥体进行2D极限平衡稳定性分析。假设地下水位范围为0%(干)至100%(饱和),并且0-0.5 g的地震加速度是火山环境中预期的加速度范围。 Moon等人的岩土数据。 [Moon,V.,Bradshaw,J.,Smith,R.和de Lange,W.,2005。Stratocone火山口壁序列的岩土工程特征,新西兰怀特岛火山。工程地质学,81:146-178]。这些模型表明,后刀面失效是当今地貌学的可行解释,并表明至少有两个倒退式失效。最好的模型是在相对未改变的安山岩熔岩和角砾岩上覆盖着热液蚀变材料的核心,其中需要0.17 g(饱和斜率)至0.45 g(干斜率)的加速度来引发破坏(F = 1.0)。模拟的破坏相对较小(体积为0.21 km〜3),并且将主要涉及具有一些新岩体的热液蚀变材料。圆形剧场的海上边缘占据了两个toreva区块,建议将近海碎屑叶作为碎屑雪崩沉积物。自从发生破坏事件以来,岛上的外斜坡和内火山口壁都发生了变化,尤其是在火山口的西南边缘。建模表明内壁可能会进一步破裂,并给参观该岛的游客带来重大危害;进一步的外坡破坏可能性不大。

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