IAEG/AEG Annual Meeting Proceedings, San Francisco, California, 2018 - Volume 5 2018
DOI: 10.1007/978-3-319-93136-4_15
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Assessment of Landslides Triggered by Earthquakes Based on the Combination of Peak Ground Motion and Critical Acceleration Analysis

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(3 citation statements)
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“…Chen et al (2014) investigated landslide areas associated with critical accelerations to determine PGA for the 2008 Wenchuan earthquake in China and showed that critical acceleration is a reliable criterion for assessing slope stability. Xiaoli and Chunguo (2019) analyzed the slope stability for the 2014 Ludian earthquake in China and showed that Newmark's critical acceleration and PGA could be used to estimate accurate ETL locations. Similarly, Chen et al (2020) concluded that it is possible to quickly evaluate ETL by comparing critical acceleration and PGA.…”
Section: F Smentioning
confidence: 99%
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“…Chen et al (2014) investigated landslide areas associated with critical accelerations to determine PGA for the 2008 Wenchuan earthquake in China and showed that critical acceleration is a reliable criterion for assessing slope stability. Xiaoli and Chunguo (2019) analyzed the slope stability for the 2014 Ludian earthquake in China and showed that Newmark's critical acceleration and PGA could be used to estimate accurate ETL locations. Similarly, Chen et al (2020) concluded that it is possible to quickly evaluate ETL by comparing critical acceleration and PGA.…”
Section: F Smentioning
confidence: 99%
“…The model shortcomings were attributed to large cell sizes in the digital elevation model (90 m), aspects of the ground motion spectra that PGA does not capture, and lack of spatial variability in surface material strength. Other studies have used critical acceleration, instead of Newmark's displacement, to analyze the terrain's susceptibility to ETL (Chen et al, 2014;Xiaoli and Chunguo, 2019;Chen et al, 2020). Chen et al (2014) compared the landslide distribution triggered by the 2008 Wenchuan earthquake with a critical acceleration map and found good correspondence with the actual landslide locations.…”
Section: Introductionmentioning
confidence: 99%
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