On October 23, 2004 an intense near-field earthquake of magnitude 6.8, shook mid Niigata Prefecture, one of the famous heavy snow fall and landslide prone areas in Japan. The maximum intensity of 7 on the 7-grade Japanese intensity scale was recorded. Due to such a strong motion and the potential vulnerability of slopes, more than 1600 slope failures occurred. Moments after and then two and half years after this Nigataken Chuetsu earthquake, field surveys were carried out for geotechnical structures. This paper describes a case study of the performance of the anchored slopes observed by the field surveys.

  • Introduction

  • Geological conditions and slope failures

  • Field observations

  • Conclusions

  • References

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