TY - GEN
T1 - Rapid Coseismic Landslide Susceptibility Assessment using Newmark Analysis and Decision-tree Algorithm, and Its Web-based Display System
AU - Lai, T.
AU - Chao, W.
AU - Yang, C.
AU - Wu, Y.
N1 - Publisher Copyright:
© 2023 NSGE. All Rights Reserved.
PY - 2023
Y1 - 2023
N2 - Taiwan, which is located in an active tectonic area, results frequent earthquakes. The combined effects of high seismicity and steep topographic relief cause the high susceptibility of landslides associated with earthquakes. In this study, we use Newmark analysis and decision tree (DT) algorithm to perform the nowcasting and delivery susceptibility map on website. The strong-motion records of earthquakes with local magnitude greater than 6.0 between 1990 and 2020 are collected. The 175 potential planar failure slopes with similar lithology (sandstone or sandstone interbedded with shale) are selected as the target slopes (TS). We first found the representative station (RS) satisfied the specific thresholds of peak ground acceleration (> 196 gal) and Newmark displacement (> 10 cm), and then hillslopes around the TS associated with the RS with potential failures caused by earthquakes were carefully mapped. The classification labels of failure and non-failure are used for the DT algorithm. The C5.0 and CART methods are adopted to construct the DT model. Finally, the web-based display system for rapid coseismic landslide susceptibility assessment is established to report the distribution of risk slopes with traffic lights for emergency response and disaster mitigation.
AB - Taiwan, which is located in an active tectonic area, results frequent earthquakes. The combined effects of high seismicity and steep topographic relief cause the high susceptibility of landslides associated with earthquakes. In this study, we use Newmark analysis and decision tree (DT) algorithm to perform the nowcasting and delivery susceptibility map on website. The strong-motion records of earthquakes with local magnitude greater than 6.0 between 1990 and 2020 are collected. The 175 potential planar failure slopes with similar lithology (sandstone or sandstone interbedded with shale) are selected as the target slopes (TS). We first found the representative station (RS) satisfied the specific thresholds of peak ground acceleration (> 196 gal) and Newmark displacement (> 10 cm), and then hillslopes around the TS associated with the RS with potential failures caused by earthquakes were carefully mapped. The classification labels of failure and non-failure are used for the DT algorithm. The C5.0 and CART methods are adopted to construct the DT model. Finally, the web-based display system for rapid coseismic landslide susceptibility assessment is established to report the distribution of risk slopes with traffic lights for emergency response and disaster mitigation.
UR - http://www.scopus.com/inward/record.url?scp=85171358943&partnerID=8YFLogxK
U2 - 10.3997/2214-4609.202378050
DO - 10.3997/2214-4609.202378050
M3 - Conference contribution
AN - SCOPUS:85171358943
T3 - 5th Asia Pacific Meeting on Near Surface Geoscience and Engineering, NSGE 2023
BT - 5th Asia Pacific Meeting on Near Surface Geoscience and Engineering, NSGE 2023
PB - European Association of Geoscientists and Engineers, EAGE
T2 - 5th Asia Pacific Meeting on Near Surface Geoscience and Engineering, NSGE 2023
Y2 - 6 March 2023 through 9 March 2023
ER -