首页> 外文期刊>Bulletin of Volcanology >Landslide and tsunami hazard at Yate volcano, Chile as an example of edifice destruction on strike-slip fault zones
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Landslide and tsunami hazard at Yate volcano, Chile as an example of edifice destruction on strike-slip fault zones

机译:智利耶特火山的滑坡和海啸危险,以走滑断裂带上的建筑物破坏为例

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The edifice of Yate volcano, a dissected stratocone in the Andean Southern Volcanic Zone, has experienced multiple summit collapses throughout postglacial time restricted to sectors NE and SW of the summit. The largest such historic event occurred on 19th February 1965 when ∼6.1–10 × 106 m3 of rock and ice detached from 2,000-m elevation to the SW of the summit and transformed into a debris flow. In the upper part of the flow path, velocities are estimated to have reached 40 m s−1. After travelling 7,500 m and descending 1,490 m, the flow entered an intermontane lake, Lago Cabrera. A wavemaker of estimated volume 9 ± 3 × 106 m3 generated a tsunami with an estimated amplitude of 25 m and a run-up of ∼60 m at the west end of the lake where a settlement disappeared with the loss of 27 lives. The landslide followed 15 days of unusually heavy summer rain, which may have caused failure by increasing pore water pressure in rock mechanically weathered through glacial action. The preferential collapse directions at Yate result from the volcano’s construction on the dextral strike-slip Liquiñe-Ofqui fault zone. Movement on the fault during the lifetime of the volcano is thought to have generated internal instabilities in the observed failure orientations, at ∼10° to the fault zone in the Riedel shear direction. This mechanically weakened rock may have led to preferentially orientated glacial valleys, generating a feedback mechanism with collapse followed by rapid glacial erosion, accelerating the rate of incision into the edifice through repeated landslides. Debris flows with magnitudes similar to the 1965 event are likely to recur at Yate, with repeat times of the order of 102 years. With a warming climate, increased glacial meltwater due to snowline retreat and increasing rain, at the expense of snow, may accelerate rates of edifice collapse, with implications for landslide hazard and risk at glaciated volcanoes, in particular those in strike-slip tectonic settings where orientated structural instabilities may exist.
机译:亚第斯火山南部安第斯山脉解剖的雅特火山大厦在整个冰川期后经历了多次山顶坍塌,仅限于山顶NE和SW扇形。此类历史上最大的事件发生在1965年2月19日,当时海拔2,000米到山顶西南部的岩石和冰块约为6.1–10×10 6 m 3 变成泥石流在流道的上部,估计速度已达到40 m s -1 。在经过7,500 m并下降1,490 m之后,水流进入了一个山间湖Lago Cabrera。估计体积为9±3×10 6 m 3 的波发生器在西端产生了海啸,其估计振幅为25 m,上升幅度约为60 m湖中的定居点消失了,有27人丧生。滑坡是在连续15天异常大的夏季降雨之后发生的,这可能是由于通过冰川作用机械化风化的岩石中孔隙水压力增加而导致了破坏。 Yate的优先塌陷方向是由右旋走滑的Liquiñe-Ofqui断层带上的火山构造产生的。人们认为,在火山存留期间,断层上的运动在观察到的断层方向上会产生内部不稳定性,该断层方向与Riedel剪切方向上的断层区约10°。这种机械弱化的岩石可能导致了优先定向的冰川谷,从而产生了一种具有倒塌,接着是快速冰川侵蚀的反馈机制,从而通过反复的山体滑坡加快了切入大厦的速度。 Yate可能会再次发生与1965年事件相似的碎片流,重复时间约为10 2 年。在气候变暖的情况下,由于雪线撤退和降雨增加而增加的冰川融水(以降雪为代价)可能会加速建筑物倒塌的速度,从而对滑坡危险和冰川火山的风险产生影响,特别是在走滑构造环境中可能存在定向的结构不稳定性。

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