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Possible Vapor Lock Generation Near a Sliding Surface as a Mechanism of Huge Earthquake Landslides

  • Eisaku HamasakiEmail author
  • Osamu Watanabe
  • Syuichi Hashimoto
  • Shinichi Yamashina
  • Toyohiko Miyagi
  • Norio Takeuchi
Chapter

Abstract

The Iwate-Miyagi Nairiku earthquake in 2008 (M7.2) caused the Aratozawa landslide which have a huge earthquake landslide exceeding 900 m in width, 1,300 m in length and 100 m in depth. Although the average slope of the main sliding surface of this landslide was remarkably gentle (about 2°), the landslide body moved about 350 m. In addition, although the moving distance was large, the main landslide body reportedly experienced minimal damage except at the edges. The Higashi Takezawa landslide caused by the Chuetsu earthquake in 2004 (M6.8) is a similar example. In that case, although the landslide body moved about 100 m, the main moving body retained its original form for most of its part (Nakamura 2009).

In this study, we researched why the erarthquake landslides move long distances despite the gentleness of the slope and why the sliding bodies caused by the earthquake landslides minimally damaged although the moving distances were large. The research was conducted by the transdusing law of conservation of energy and the modeling by using actual mesured values of the Aratozawa earthquake landslide. We concluded that the ground water temperature near slip surface of the earthquake landslide exceeds the vaporization temperature by frictional heat of moving masses and it make the water vapor. The water and vapor near slip surface behave as shock absorber to downward pressure and the sliding energy of moving masses. As a result, landslide movement becomes easy, which can reduce the damage of the moving body. We named this phenomena “Vapor lock phenomena in earthquake landslides”.

Keywords

Vapor lock Landslides Earthquake 

Notes

Acknowledgments

First of all, I would like to thank Ms Mika YAMAO for the support to writing this article.

References

  1. Hiroyuki Nakamura (2009) Easy-to-understand SABO technique (15) Earthquake and Landslide, SABO and CHISUI 41(2), 65–69, Japanese bookGoogle Scholar
  2. Meiketsu Enoki (2007) Analyzing method of stability and transformation of soil as frictional material DENKISHOIN, pp 266, Japanese bookGoogle Scholar
  3. Xuan Binh Luong, Thanh Thuy Hoang and Meitetsu Enoki (2009) Development of generalized limit equilibrium method for the failure of retaining walls under seismic loadings. Sci J Transp, Moscow/Chengdu/Hanoi, Especial 166 Issue J Transp, Moscow/Chengdu/Hanoi, Especial 166 IssueGoogle Scholar

Copyright information

© Springer-Verlag Berlin Heidelberg 2013

Authors and Affiliations

  • Eisaku Hamasaki
    • 1
    Email author
  • Osamu Watanabe
    • 2
  • Syuichi Hashimoto
    • 3
  • Shinichi Yamashina
    • 4
  • Toyohiko Miyagi
    • 5
  • Norio Takeuchi
    • 6
  1. 1.Advantechnology Co., Ltd.SendaiJapan
  2. 2.Suimon LLC Co., Ltd.SendaiJapan
  3. 3.Touhoku Development consultant Co., Ltd.SendaiJapan
  4. 4.Japan Conservation Engineering & Co., Ltd.YamagataJapan
  5. 5.Tohoku-Gakuin UniversitySendaiJapan
  6. 6.Hosei UniversityTokyoJapan

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