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Simulations of landslide hazard scenarios by a geophysical safety factor

机译:利用地球物理安全系数模拟滑坡灾害情景

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Soil response to rainfall is a complex phenomenon that requires modeling of many sources of heterogeneity, whose variations can be relevant on various timescales and whose precise description requires a large amount of data inputs. Due to the great complexity of the problem, many simplifying assumptions are usually made in modeling landslides triggered by rainfall. As regards rainfall-induced shallow landslides, conventional approaches base slope stability analyses on the infinite slope model combined with hydrological models, which provide the time evolution of groundwater pressure head and volumetric water content. On the other hand, the response of geophysical quantities to water changes depends also on the variations in mechanical and hydrological properties. For this reason, we attempt a different approach to the problem of slope stability assessment by shifting the focus on the analysis of variations in geophysical properties. In this paper, starting from experimental resistivity data acquired in a test area, we perform a series of numerical simulations to study how changes in soil resistivity spatial distributions may affect the size of unstable areas. We use a simple cellular automaton whose states are defined by the values of a local and time-dependent geophysical factor of safety, which depends on soil electrical resistivity and slope inclination. We studied the probability of occurrence of rainfall-induced shallow landslide events by driving the system to instability through a decrease in electrical resistivity values. Numerical simulations are performed by varying number and intensity of the applied perturbations. Hazard scenarios obtained by in situ distributions of resistivity values are compared with those coming from initial random distributed resistivity values. Our results suggest possible critical rates of resistivity changes for triggering instability in the investigated area and point out the crucial role of resistivity variations in prediction of larger events
机译:土壤对降雨的响应是一个复杂的现象,需要对许多异质性源进行建模,其异质性在各个时间尺度上都可能相关,并且其精确描述需要大量数据输入。由于问题的复杂性,通常在对降雨触发的滑坡进行建模时会做出许多简化的假设。对于降雨引起的浅层滑坡,常规方法是基于无限边坡模型与水文模型相结合的边坡稳定性分析,从而提供了地下水压头和体积水含量的时间演化。另一方面,地球物理量对水变化的响应也取决于机械和水文特性的变化。因此,我们通过将重点转移到地球物理性质变化的分析上,尝试了一种不同的方法来解决边坡稳定性评估问题。在本文中,我们将从在测试区域中获得的实验电阻率数据出发,进行一系列数值模拟,以研究土壤电阻率空间分布的变化如何影响不稳定区域的大小。我们使用一个简单的元胞自动机,其状态由局部和随时间变化的地球物理安全系数的值定义,安全系数取决于土壤的电阻率和坡度。我们通过降低电阻率值来驱动系统达到不稳定状态,从而研究了降雨引起的浅层滑坡事件发生的可能性。通过改变所施加扰动的数量和强度来执行数值模拟。将通过电阻率值的原位分布获得的危害情景与来自初始随机分布电阻率值的危害情景进行比较。我们的结果表明,电阻率变化的临界速率可能会触发研究区域的不稳定,并指出电阻率变化在预测较大事件中的关键作用

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