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Earthquake triggered rock falls and their role in the development of a rock slope: The case of Skolis Mountain, Greece

机译:地震引发的岩崩及其在岩坡发展中的作用:以希腊Skolis山为例

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Inventory of pre-earthquake and earthquake triggered landslides is used to provide insight into the interplay between climatic and tectonic forcing in the development of the rock slopes of the Skolis Mountain, in the NW Peloponnese. Aerial photograph analysis and surface mapping indicate that the Skolis Mountain is characterized by long-term climatically and tectonically controlled rock falls forming taluses. Temporally these taluses show a slow progressive inflation in surface area from 1945 to 2007. However, the post-earthquake surface area of the rock falls increased three times. Similarly 75 rock fall sites before the earthquake, increased into 89 after the Movri Mountain earthquake (Mw 6.4). In addition, during the earthquake a series of isolated rock falls descended Skolis slopes causing threat of the Santomerion village and blocking significant part of the dirt roads around it. These boulders are clustered in three areas beyond the base of taluses. The rock slope failures are controlled by a complex array of discontinuities that are conveniently related to rock mass classification following the geological strength index. These discontinuities are associated with joints and faults caused during the formation of the Hellenides fold- and thrust-belt, and/or related tectonic damage. We infer that a dense pattern of fractures in limestone plays a crucial role in the reactivation of movement within the rock falls during the 2008 Movri Mountain earthquake. All these data are used to define two borders, the taluses base and the rock fall hazard border beyond the base of taluses. For defining these borders we use the angle beta drawn from the boulders' release zone down its maximal runout points. Our results indicate that the border defined by the beta = 33 degrees corresponds to the climatically driven rock falls while the beta = 24 degrees border is defined as the boulders' maximum runout during earthquakes. (C) 2015 Elsevier B.V. All rights reserved.
机译:震前和地震触发的滑坡清单用于洞悉西北伯罗奔尼撒的斯科利斯山岩石斜坡发展过程中气候与构造强迫之间的相互作用。航空照片分析和地表测绘表明,斯科里斯山的特点是长期受气候和构造控制的岩石崩落形成滑石。从1945年到2007年,这些距骨暂时显示出逐渐缓慢的表面积膨胀。但是,地震后岩石坠落的表面积增加了三倍。同样,地震前有75个落石地点,而莫夫里山地震(Mw 6.4)之后增加到89个。此外,在地震期间,一系列孤立的岩石坠落从Skolis斜坡下降,造成Santomerion村庄的威胁,并阻塞了周围大部分的土路。这些巨石聚集在距tal底部以外的三个区域。岩石边坡破坏由不连续的复杂阵列控制,这些阵列不连续地与遵循地质强度指标的岩体分类有关。这些不连续性与Hellenides褶皱带和逆冲带的形成过程中引起的节理和断裂,和/或相关的构造破坏有关。我们推断,在2008年Movri山地震期间,石灰岩中密集的裂缝模式在重新激活岩石瀑布内部的运动中起着至关重要的作用。所有这些数据都用于定义两个边界,即距骨底部和距距骨底部较远的岩石崩塌危险边界。为了定义这些边界,我们使用从巨石的释放区向下延伸到最大跳动点的角度β。我们的结果表明,由β= 33度定义的边界对应于气候驱动的岩崩,而由β= 24度边界定义为地震期间巨石的最大跳动。 (C)2015 Elsevier B.V.保留所有权利。

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