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Geo-hazards induced by the Wenchuan earthquake

机译:汶川地震引起的地理危害

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The "5.12" Wenchuan Earthquake (Ms=8.0) generated tens of thousands of geo-hazards throughout an area of about 100,000 km2. By the field investigation and the interpretation of remote-sensing information after the earthquake, the distribution, seismic dynamic response and genetic model of geo-hazards triggered by the earthquake were analyzed. The conclusions were as follows: (1) Geo-hazards triggered by the earthquake showed the feature of zonal distribution along the earthquake fault zone and linear distribution along the rivers; (2) The slope steepness was a main factor which controlled the distribution of geo-hazards and a vast majority of geo-hazards were distributed on the slopes of 20 to 50 degrees; (3) The geo-hazards had a corresponding relationship with the elevation and micro-landform, for most geo-hazards happened in the river valleys and canyon sections below the elevation of 1500 to 2000 m; (4) Different lithologies determined the types of geo-hazards. Usually, landslides occurred in soft rocks, while collapses occurred in hard rocks;(5) Geo-hazards triggered by the earthquake has the following co-seismic effects: hanging wall and footwall effects, distance effect, snipping effect, direction effect and seismic intensity effect;(6) Under the horizontal inertia force of earthquake, the slope has back scarp and bottom shearing slide mechanism with the scarp destruction is the main part. This is different with the deformation mechanism with the main part is shearing destruction under ordinary gravity in nature. Slope shape, lithological association, site condition and elevation have different impact on the response to seismic dynamics. (7) The most basic and internal destruction pattern of landslides under strong earthquakes can be concluded as "tension fracture-shearing sliding movement". Large-scale landslides triggered by Wenchuan Earthquake have different genetic pattern such as: tension fracture-insequent sliding; tension fracture-consequent sliding; tension fracture-horizontal sliding; tension fracture-collapsing; tension fracture-shearing sliding.
机译:“5.12”汶川地震(MS = 8.0)在大约100,000平方公里的地区产生成千上万的地理危险。通过现场调查和地震发生后遥感信息的解释,地震触发的地理危害的分布,地震动态响应和遗传模型进行了分析。结论如下:(1)地震触发的地理危害表明,沿着河流沿地震断层区和线性分布的区域分布的特征。 (2)坡度陡度是控制地理危害分布的主要因素,并且绝大多数地质危害分布在20至50度的斜坡上; (3)地理危害与海拔和微地域有相应的关系,对于大多数地质灾害发生在河谷和峡谷部分,低于1500至2000米的峡谷部分; (4)不同的岩性确定了地理危害的类型。通常,山体滑坡发生在软岩中,而坍塌发生在硬岩中;(5)地震触发的地理危险具有以下共振效果:悬挂墙和脚壁效果,距离效应,剪裁效果,方向效应和地震强度效果;(6)在地震的水平惯性力下,斜坡有后围巾和底部剪切机构与围巾破坏是主要部分。这与变形机制不同,主要部分是在普通重力下剪切破坏。斜坡形状,岩性协会,现场状况和高程对对地震动力学的反应产生了不同的影响。 (7)强大地震下最基本和内部破坏模式的山体滑坡可得出结论为“张力骨折剪切滑动运动”。由汶川地震引发的大型滑坡具有不同的遗传模式,如:张力骨折 - 换档滑动;紧张骨折 - 随后的滑动;张力骨折水平滑动;张力骨折塌陷;张力断裂剪切滑动。

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