Pyakurel Ajaya, K C Diwakar, Dahal Bhim Kumar
Department of Civil Engineering, IOE, Pulchowk Campus, TU, Lalitpur, Nepal.
Department of Civil and Environmental Engineering, University of Toledo, Toledo, OH, 43606, USA.
Sci Rep. 2024 Mar 11;14(1):5902. doi: 10.1038/s41598-024-54898-w.
Landslides are devastating natural disasters that generally occur on fragile slopes. Landslides are influenced by many factors, such as geology, topography, natural drainage, land cover, rainfall and earthquakes, although the underlying mechanism is too complex and very difficult to explain in detail. In this study, the susceptibility mapping of co-seismic landslides is carried out using a machine learning approach, considering six districts covering an area of 12,887 km in Nepal. Landslide inventory map is prepared by taking 23,164 post seismic landslide data points that occurred after the 7.8 MW 2015 Gorkha earthquake. Twelve causative factors, including distance from the rupture plane, peak ground acceleration and distance from the fault, are considered input parameters. The overall accuracy of the model is 87.2%, the area under the ROC curve is 0.94, the Kappa coefficient is 0.744 and the RMSE value is 0.358, which indicates that the performance of the model is excellent with the causative factors considered. The susceptibility thus developed shows that Sindhupalchowk district has the largest percentage of area under high and very high susceptibility classes, and the most susceptible local unit in Sindhupalchowk is the Barhabise municipality, with 19.98% and 20.34% of its area under high and very high susceptibility classes, respectively. For the analysis of building exposure to co-seismic landslide susceptibility, a building footprint map is developed and overlaid on the co-seismic landslide susceptibility map. The results show that the Sindhupalchowk and Dhading districts have the largest and smallest number of houses exposed to co-seismic landslide susceptibility. Additionally, when conducting a risk analysis based on susceptibility mapping, as well as considering socio-economic and structural vulnerability in Barhabise municipality, revealed that only 106 (1.1%) of the total 9591 households, were found to be at high risk. As this is the first study of co-seismic landslide risk study carried out in Nepal and covers a regional to the municipal level, this can be a reference for future studies in Nepal and other parts of the world and can be helpful in planning development activities for government bodies.
山体滑坡是极具破坏力的自然灾害,通常发生在脆弱的斜坡上。山体滑坡受到许多因素的影响,如地质、地形、自然排水、土地覆盖、降雨和地震等,尽管其潜在机制过于复杂,很难详细解释。在本研究中,采用机器学习方法对同震山体滑坡的易发性进行了制图,研究区域涵盖尼泊尔六个区,面积达12887平方公里。通过收集2015年戈尔卡7.8级地震后发生的23164个震后山体滑坡数据点,编制了山体滑坡清单图。将包括距破裂面的距离、地面峰值加速度和距断层的距离等12个诱发因素作为输入参数。该模型的总体准确率为87.2%,ROC曲线下面积为0.94,Kappa系数为0.744,RMSE值为0.358,这表明在考虑诱发因素的情况下,该模型性能优异。由此得出的易发性结果显示,辛杜帕尔乔克区在高易发性和极高易发性类别下的面积百分比最大,辛杜帕尔乔克区最易发生山体滑坡的地方单位是巴尔哈比塞市,其面积分别有19.98%和20.34%处于高易发性和极高易发性类别下。为了分析建筑物遭受同震山体滑坡易发性的情况,绘制了建筑物占地面积图,并将其叠加在同震山体滑坡易发性图上。结果表明,辛杜帕尔乔克区和达丁区遭受同震山体滑坡易发性影响的房屋数量最多和最少。此外,在基于易发性制图进行风险分析时,同时考虑巴尔哈比塞市的社会经济和结构脆弱性,结果显示,在9591户家庭中,只有106户(1.1%)被发现处于高风险状态。由于这是在尼泊尔开展的首次同震山体滑坡风险研究,且涵盖了从区域到市级层面,可为尼泊尔和世界其他地区的未来研究提供参考,并有助于政府机构规划发展活动。