A new movement mechanism of earthquake-induced landslides by considering the trampoline effect of vertical seismic loading

Yingbin Zhang, Hao Xing, Guangqi Chen, Lu Zheng

研究成果: Chapter in Book/Report/Conference proceedingChapter

抜粋

This paper presents a new explanation for large-scale long run-out earthquake-induced landslides by considering the trampoline effect of earthquake loading. Long run-out is one of the major features of the earthquake-induced landslides, especially for those large-scale landslides. Since the long run-out mechanism of earthquake-induced landslides is still not clear, a new run-out model was presented on the basis of the so-called trampoline effect of vertical earthquake loading, and a practical numerical simulation program based on discontinuous deformation analysis (DDA) was developed to clarify movement behaviours of earthquake-induced landslides by incorporating the trampoline effect. This new mechanism was applied to explain some complicated phenomena appeared in large-scale long run-out landslides induced by the 2008 Wenchuan earthquake. A typical long run-out landslides induced by the 2008 Wenchuan earthquake, Donghekou landslide, was analysed in practical numerical simulation. The results show that the presented new long run-out model is reasonable and applicable. .

元の言語英語
ホスト出版物のタイトルEngineering Geology for Society and Territory - Volume 2
ホスト出版物のサブタイトルLandslide Processes
出版者Springer International Publishing
ページ753-757
ページ数5
ISBN(電子版)9783319090573
ISBN(印刷物)9783319090566
DOI
出版物ステータス出版済み - 1 1 2015

All Science Journal Classification (ASJC) codes

  • Earth and Planetary Sciences(all)
  • Environmental Science(all)

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  • これを引用

    Zhang, Y., Xing, H., Chen, G., & Zheng, L. (2015). A new movement mechanism of earthquake-induced landslides by considering the trampoline effect of vertical seismic loading. : Engineering Geology for Society and Territory - Volume 2: Landslide Processes (pp. 753-757). Springer International Publishing. https://doi.org/10.1007/978-3-319-09057-3_127