Shallow landslides represent potentially damaging processes in mountain areas worldwide. These geomorphic processes are usually caused by an interplay of predisposing, preparatory, and triggering environmental factors. At regional scales, data-driven methods have been used to model shallow landslides by addressing the spatial and temporal components separately. So far, few studies have explored the integration of space and time for landslide prediction. This research leverages generalized additive mixed models to develop an integrated approach to model shallow landslides in space and time. We built upon data on precipitation-induced landslide records from 2000 to 2020 in South Tyrol, Italy (7400 km). The slope unit-based model predicts landslide occurrence as a function of static and dynamic factors while seasonal effects are incorporated. The model also accounts for spatial and temporal biases inherent in the underlying landslide data. We validated the resulting predictions through a suite of cross-validation techniques, obtaining consistent performance scores above 0.85. The analyses revealed that the best-performing model combines static ground conditions and two precipitation time windows: a short-term cumulative precipitation of 2 days before the landslide event and a medium-term cumulative precipitation of 14 days. We demonstrated the model's predictive capabilities by predicting the dynamic landslide probabilities over historical data associated with a heavy precipitation event on August 4th and August 5th, 2016, and hypothetical non-spatially explicit precipitation (what-if) scenarios. The novel approach shows the potential to integrate static and dynamic landslide factors for large areas, accounting for the underlying data structure and data limitations.
Download full-text PDF |
Source |
---|---|
http://dx.doi.org/10.1016/j.scitotenv.2023.169166 | DOI Listing |
Sci Rep
January 2025
College of Mechanical and Electrical Engineering, Mianyang Teachers' College, Mianyang, 621000, China.
Investigating the selection of corresponding support methods for tunnel lining structures with different burial depths under landslide loads has strong practical significance. This paper analyzes the influence of anti-slide piles on the lining support of tunnels at different depths through scaling experiments combined with numerical simulation methods. The conclusions of this study are as follows: Under the same anti-slide pile cross-sectional conditions, when the tunnel is at a shallower depth (above the slip surface), due to the influence of the landslide load, a significant bias stress phenomenon occurs in the tunnel lining.
View Article and Find Full Text PDFSci Rep
January 2025
Institute of Geology, China Earthquake Administration, Beijing, 100029, China.
The position of landslides on a slope plays a crucial role in determining landslide susceptibility and the likelihood of landslide debris interacting with the fluvial system. Most studies primarily focus on shallow landslides in the bedrock weathering zone or large-scale bedrock landslides, but the relevant work about the location and connectivity to channels of loess landslides is limited despite their potential to provide insights into slope stability and material transport in loess regions. In this study, we explored differences in landslide location and connectivity to channels between 2013 Mw5.
View Article and Find Full Text PDFSci Rep
January 2025
School of Highway, Chang'an University, Xi'an, 710064, Shaanxi, China.
The long-term safety and durability of anchor systems are the focus of slope maintenance management and sustainable operation. This study presents the observed temperature, humidity, and anchor bolt stress at varying depths from four-year remote real-time monitoring of the selected loess highway cut-slope. The potential correlation between slope hydrothermal environment and anchor stress is analyzed.
View Article and Find Full Text PDFSci Rep
November 2024
National Institute of Natural Hazards, Ministry of Emergency Management of China, Beijing, 100085, China.
The destructiveness of earthquakes is often linked to their magnitude, but two similar-magnitude earthquakes in Yunnan, China in 2014 caused vastly different damage. The Ms 6.6 Jinggu earthquake triggered about 441 landslides, while the Ms 6.
View Article and Find Full Text PDFSci Data
October 2024
College of Civil Engineering, Tongji University, Shanghai, 200092, China.
Enter search terms and have AI summaries delivered each week - change queries or unsubscribe any time!