Re-failure and geomorphological evolution of paleo planar slide

Deep-seated landslides may become long-term creeping or transform to catastrophic landslides. Both serious threat to mountainous roads, villages, tourist area, and reservoir areas, which belongs to long-term and extensive effects. Many historical catastrophic landslides have caused the devastating disasters, such as Tsaoling landslide induced by the 1999 Chichi Earthquake, the Hsiaolin village landslide induced by extreme rain of the 2009 Typhoon Morakot, and the long-term large-scale landslides (creeping) of Lushan and Lishan have affected on the environment of the adjacent areas for decades or even longer. In Taiwan, there are many regions of widespread dip slope landform with potential planar failures, study area ranges the right bank of Chishan River from south to north (~35km in length). Most potential planar failure areas had delineated, and several platforms or gentle surfaces on the slope represent the deposits of paleo planar slides or old landslides in study area. But few cases of the geomorphologic evolution are investigated. However, it is difficult to estimate the slope stability of potential planar failures without geomorphologic evolution model. Therefore, the main purpose of this study is to use field investigation and topographic analysis to establish engineering geological models, then propose the geomorphologic evolution model for evaluation of slope stability. The methods of this study include: (1) identifies the microstructure of landslides by high-resolution LiDAR data, (2) performs the geological investigation to verify topographic interpretation and records occurrences of outcrops, (3) collects historical orthoimages to evaluate the activity of slope, (4) use high-precision aerial photography to establish digital surface model and analysis point cloud data to obtains the discontinuous plane state, and (5) the failure mechanism would be analyzed by the stereographic projection. In study area, 160 platforms are identified and area ranges from 220 m² to 82386 m². The largest two platforms, Tianziding (TZD) and Mujiliao (MZL) platforms, are investigated by field survey and drone. The attitudes of interbeds under TZD platform are surveyed along gullies, which is obvious gentler than the strata of dip slope. The front of MZL platform occurred slope failure during 2016 Typhoon Megi, therefore, the exposed rock mass of platform can be identified as deposits of planar slide. The preliminary results can infer that numerous paleo planar slides are exist in study area and the geological profiles of TZD and MZL are plotted. The structures of rock masses and attitudes of discontinuities by field survey and point cloud analysis need to interpreted carefully. Then, the geological model and geomorphological evolution can be proposed.