Abstract

Abstract. During the 12 May 2008, Wenchuan earthquake in China, more than 15 000 landslides were triggered by the earthquake. Among these landslides, there were 112 large landslides generated with a plane area greater than 50 000 m2. These large landslides were markedly distributed closely along the surface rupture zone in a narrow belt and were mainly located on the hanging wall side. More than 85% of the large landslides are presented within the range of 10 km from the rupture. Statistical analysis shows that more than 50% of large landslides occurred in the hard rock and second-hard rock, like migmatized metamorphic rock and carbonate rock, which crop out in the south part of the damaged area with higher elevation and steeper landform in comparison with the northeast part of the damaged area. All large landslides occurred in the region with seismic intensity ≥ X except a few of landslides in the Qingchuan region with seismic intensity IX. Spatially, the large landslides can be centred into four segments, namely the Yingxiu, the Gaochuan, the Beichuan and the Qingchuan segments, from southwest to northeast along the surface rupture. This is in good accordance with coseismic displacements. With the change of fault type from reverse-dominated slip to dextral slip from southwest to northeast, the largest distance between the triggered large landslides and the rupture decreases from 15 km to 5 km. The critical acceleration ac for four typical large landslides in these four different segments were estimated by the Newmark model in this paper. Our results demonstrate that, given the same strength values and slope angles, the characteristics of slope mass are important for slope stability and deeper landslides are less stable than shallower landslides. Comprehensive analysis reveals that the large catastrophic landslides could be specifically tied to a particular geological setting where fault type and geometry change abruptly. This feature may dominate the occurrence of large landslides. The results will be useful for improving reliable assessments of earthquake-induced landslide susceptibility, especially for large landslides which may result in serious damages.

Highlights

  • Landslides and collapses triggered by strong earthquakes have drawn more and more attention due to the serious damages they caused

  • As to large scale landslides triggered by the Wenchuan earthquake, it is found that almost all the large landslides occurred in the region of seismic intensity higher than X except several events that occurred in seismic intensity IX in the Qingchuan region, the northeast end of the surface rupture (Fig. 9)

  • The large landslides are dominantly developed in a narrow belt along the Longmenshan fault zone (LSFZ), its numbers drop more rapidly with the increasing of the distance from the seismic faults when compared with other normal landslides

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Summary

Introduction

Landslides and collapses triggered by strong earthquakes have drawn more and more attention due to the serious damages they caused. Some earthquake-induced landslides examples showed that thrust fault can cause more landslides in a wider region and result in landslides prone to occur on the hanging wall side rather than the foot side, such as the 1999 Chi-Chi earthquake in Taiwan, the 2004 Niigata earthquake in Japan and the 1994 Northridge earthquake in US as well as the 2008 Wenchuan earthquake in China (Harp and Jibson, 1996; Jibson et al, 2000; Wang et al, 2003; Kieffer et al, 2006; Wang et al, 2007; Huang et al, 2008; Yin et al, 2009; Chen et al, 2010; Dai et al, 2011), thorough investigations are still scarce Such amounts of large landslides occurring in a single event provide a good opportunity for this study. A comprehensive discussion of the possible causes of the large landslides is given

Interplay between tectonics and distribution of large landslides
Correlation between the large landslides and rock mass type
Correlation between large landslides and coseismic displacements
Distribution of large landslides with ground motion
Influence of seismic fault mechanism and geometry on the triggered landslides
Findings
Influences of peak ground motion on landslides
Conclusions
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