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首页> 外文期刊>Landslides >The characteristics and failure mechanism of the largest landslide triggered by the Wenchuan earthquake, May 12, 2008, China
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The characteristics and failure mechanism of the largest landslide triggered by the Wenchuan earthquake, May 12, 2008, China

机译:2008年5月12日,汶川地震引发的最大滑坡特征及破坏机理

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Strong earthquakes are among the prime triggering factors of landslides. The 2008 Wenchuan earthquake (M _w = 7.9) triggered tens of thousands of landslides. Among them, the Daguangbao landslide is the largest one, which covered an area of 7.8 km ~2 with a maximum width of 2.2 km and an estimated volume of 7.5 × 10 ~8 m ~3. The landslide is located on the hanging wall of the seismogenic fault, the Yingxiu-Beichuan fault in Anxian town, Sichuan Province. The sliding mass travelled about 4.5 km and blocked the Huangdongzi valley, forming a landslide dam nearly 600 m high. Compared to other coseismic landslides in the study area, the Daguangbao landslide attained phenomenal kinetic energy, intense cracking, and deformation, exposing a 1-km long head scarp in the rear of the landslide. Based on the field investigation, we conclude that the occurrence of the landslide is controlled mainly by the seismic, terrain, and geological factors. The special location of the landslide and the possible topographic amplification of ground motions due to the terrain features governed the landslide failure. The effects of earthquakes on the stability of slopes were considered in two aspects: First, the ground shaking may reduce the frictional strength of the substrate by shattering of rock mass. Second, the seismic acceleration may result in short-lived and episodic changes of the normal (tensile) and shear stresses in the hillshopes during earthquakes. According to the failure mechanism, the dynamic process of the landslide might contain four stages: (a) the cracking of rock mass in the rear of the slope mainly due to the tensile stress generated by the ground shaking; (b) the shattering of the substrate due to the ground shaking, which reduced the frictional strength of the substrate; (c) the shearing failure of the toe of the landslide due to the large shear stress caused by the landslide gravity; and (d) the deposition stage.
机译:强地震是引发滑坡的主要因素。 2008年汶川地震(M _w = 7.9)引发了数以万计的滑坡。其中,大光宝滑坡是最大的滑坡,占地7.8 km〜2,最大宽度为2.2 km,估计体积为7.5×10〜8 m〜3。滑坡位于地震发生断层的悬壁上,地震断层位于四川省安县的映秀-北川断层。滑坡体行进约4.5 km,堵塞了黄洞子河谷,形成了一个高约600 m的滑坡坝。与研究区的其他同震滑坡相比,大光宝滑坡获得了惊人的动能,强烈的裂缝和变形,在滑坡的后部露出了一个1公里长的头部陡坡。根据现场调查,我们得出结论,滑坡的发生主要受地震,地形和地质因素的控制。滑坡的特殊位置以及由于地形特征引起的地震动可能的地形放大决定了滑坡的破坏。从两个方面考虑了地震对边坡稳定性的影响:首先,地震动可能会通过破碎岩体来降低基体的摩擦强度。其次,地震加速度可能会导致地震期间山坡上法向(拉伸)应力和剪应力的短暂且周期性的变化。根据破坏机理,滑坡的动力学过程可能包括四个阶段:(a)斜坡后部岩体的开裂主要是由于地面震动产生的拉应力引起的; (b)由于地面震动而导致的基板破碎,从而降低了基板的摩擦强度; (c)由于滑坡重力引起的大剪切应力,导致滑坡趾的剪切破坏; (d)沉积阶段。

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