首页> 外文期刊>Bulletin of engineering geology and the environment >Investigation and dynamic analysis of the catastrophic rockslide avalanche at Xinmo, Maoxian, after the Wenchuan Ms 8.0 earthquake
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Investigation and dynamic analysis of the catastrophic rockslide avalanche at Xinmo, Maoxian, after the Wenchuan Ms 8.0 earthquake

机译:汶川8.0级地震发生后茂县新莫特大岩性崩塌的调查与动力分析。

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At 5:38:58 a.m. on June 24, 2017, a catastrophic rockslide avalanche occurred at the Xinmo village, Diexi town, Maoxian county, Sichuan Province, and the area could have been deeply affected by many strong earthquakes in history. The landslide killed 83 people and destroyed the whole village, with the runout horizontal distance of about 2800 m and the elevation difference of 1200 m, which was equivalent to a Fahrboschung of about 23 degrees, and the accumulative volume reached nearly 18 million m(3). The field investigation and preliminary analysis of landslide seismic signals indicated that, after sliding from the ridge crest, the rock mass continuously impacted and accumulated on the upper part of the slope, which caused the substrate, i.e., old rockslide accumulation, to slide and disintegrate. It was transformed rapidly into a pipeline-type debris avalanche that then turned into a fan-like debris flow due to the terrain, which also had the typical dynamic characteristics of high speed and long runout. However, in fact, as the cause and effect of the kinematic and dynamic processes of the Xinmo landslide is so complicated and difficult to understand, the Fast Lagrangian Analysis of Continua (FLAC) and the slope-stability analysis module of GeoStudio were firstly combined to analyze the failure process of the old rockslide accumulation body when suffering the added forces from the landslide. Then, the Engineering Discrete Element Method (EDEM) was used to simulate the runout behavior of the displaced landslide materials, the calculated velocity value of which was also compared with those using other dynamic modeling approaches (e.g., sled model, rheological model, and liquefied model). The results demonstrate that the dynamic characteristics and the kinetic type of the Xinmo landslide were successfully simulated. Besides, the velocity values simulated by EDEM and by the rheological model were close to the value of around 60 m/s based on the distance of debris avalanche and the corresponding duration recognized through landslide seismic signals. Also, their velocity variation curves with motion were rational. The above proposed method can be further applied for studies on early recognition and hazard zonation of similar large-scale rockslide avalanches in areas affected by strong earthquakes.
机译:2017年6月24日上午5:38:58,四川省茂县县叠溪镇新模村发生了灾难性的岩崩雪崩,该地区可能受到历史上多次强地震的深刻影响。滑坡造成83人丧生,整个村庄被摧毁,跳动的水平距离约为2800 m,高差为1200 m,相当于Fahrboschung的约23度,累积体积达到近1800万m(3 )。滑坡地震信号的现场调查和初步分析表明,从山脊顶滑落后,岩体不断撞击并堆积在斜坡的上部,从而导致基底(即旧的滑坡堆积物)滑动并崩解。 。它迅速转变为管道型碎屑雪崩,然后由于地形而变成了扇形的碎屑流,还具有高速和长跳动的典型动态特征。然而,实际上,由于新磨滑坡运动和动力学过程的因果关系如此复杂且难以理解,因此,首先将快速连续拉格朗日分析(FLAC)和GeoStudio的边坡稳定性分析模块结合起来,当遭受滑坡的附加力时,分析旧的岩石滑坡堆积体的破坏过程。然后,使用工程离散元方法(EDEM)来模拟位移滑坡材料的跳动行为,并将其计算出的速度值与使用其他动态建模方法(例如,雪橇模型,流变模型和液化)进行比较。模型)。结果表明,成功地模拟了新磨滑坡的动力学特征和动力学类型。此外,基于碎片雪崩的距离和通过滑坡地震信号识别的相应持续时间,EDEM和流变模型模拟的速度值接近60 m / s左右。而且,它们的运动速度变化曲线是合理的。上述方法可进一步应用于研究强震地区类似大型岩崩雪崩的早期识别和灾害分区研究。

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