基于数值和神经网络的滑坡易感性分析,印度北阿坎德邦克达尔纳特附近

V. Singh, T. Ansari, V. Vishal, T. Singh
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引用次数: 0

摘要

丘陵地区的主要问题是这些斜坡的稳定性,这些斜坡是由于道路拓宽和发展活动期间未经计划的开挖和不均匀的爆破而被宣布的。这些斜坡在动力载荷和/或各种人类活动、强降雨和地震活动下变得更加脆弱。这些斜坡的破坏导致财产和人员的损失,交通中断和环境退化。Kedarnath地区是最脆弱的丘陵地形,因为它的推断位置。为了分析Kedarnath附近的易损性,进行了野外观测,收集了三个易损点的地质和岩土细节。本文阐述了数值模拟和人工智能(ANN)模型对所选脆弱土坡的集体分析。采用LEM和FEM进行数值模拟,计算安全系数、应力分布和最大位移。此外,基于岩土力学数据和数值模拟结果,运用机器学习技术,人工神经网络进行稳定性预测。对均质有限边坡的数值分析表明,边坡在雨季是稳定的、临界稳定的,但也容易破坏。通过对人工神经网络模型的数值模拟,对预测神经网络系统的有效性达到98%。模拟结果可以有效地应用于特定形态区域的滑坡中,减轻规律性的影响。
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Landslide Susceptibility Analysis Using Numerical and Neural Network, Near Kedarnath, Uttarakhand, India
The major concern in hilly regions is the stability of those slopes, which have been proclaimed due to unplanned excavation and uneven blasting during road widening and development activity. These slopes again become more vulnerable under dynamic loading and/or various types of human involvement, heavy rainfall and seismic activity. Failure of these slopes leads to loss of property and human being, disruption of traffics and environmental degradation. The Kedarnath area is the most vulnerable hilly terrain due to its inferred locality. To analyze the vulnerability near Kedarnath, the field observation was done to collect the geological and geotechnical details of three vulnerable locations. The present article illustrates the collective analysis of numerical simulation and artificial intelligence (ANN) models for the chosen vulnerable soil slopes. Numerical modeling was done to compute safety factor, stress distribution and maximum displacement using LEM and FEM modules. Further, the machine learning technique, ANN was also functionate to predict the stability based on geotechnical data’s and numerical simulation results. The numerical analysis for the homogenous finite slopes shows that slopes are stable, critically stable and also prone to failure during rainy season. The ANN model evaluate that, the FoS by numerical modeling displays 98% validation to predictive neural networking system. The simulation result could be effectively applied to lessen/decrease the effect of regularity for the landslides in the area of particular morphology.
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