JDR Vol.6 No.1 pp. 70-79
doi: 10.20965/jdr.2011.p0070


Slope Monitoring System at a Slope Behind an Important Cultural Asset

Kazunari Sako*, Ryoichi Fukagawa**,
and Tomoaki Satomi***

*Ritsumeikan Global Innovation Research Organization, Ritsumeikan University, 1-1-1 Noji-higashi, Kusatsu, Shiga 525-8577, Japan

**Department of Civil Engineering, Ritsumeikan University, 1-1-1 Noji-higashi, Kusatsu, Shiga 525-8577, Japan

***Graduate School of Environmental Studies, Tohoku University, 6-6-20 Aramaki-Aoba, Aoba, Sendai City, Miyagi 980-8579, Japan

September 14, 2010
November 9, 2010
February 1, 2011
rainfall-induced slope failure, field measurement, pore-water pressure, rainfall intensity
Rainfall-induced slope failure has been responsible for great death and destruction in Japan. This is thus a primary consideration in preserving Japan’s many cultural important temples, palaces, and similar structures, especially in the ancient capital of Kyoto, where many important cultural assets are located on hillsides and near mountains. Our objective is to construct a slope-disaster warning system using real-time field measurement data, in-situ and laboratory testing, and numerical models. We set up field monitoring on a slope behind an important cultural asset in July 2004 to measure pore-water pressure, temperature, and rainfall intensity [1]. We firstly introduce our slope-disaster warning concept and field measurement results for the slope behind the important cultural asset in Kyoto. And then we discuss the relationship of rainfall intensity, seepage behavior, and slope failure based on monitoring data and model test results using a soil box apparatus.
Cite this article as:
K. Sako, R. Fukagawa, and T. Satomi, “Slope Monitoring System at a Slope Behind an Important Cultural Asset,” J. Disaster Res., Vol.6 No.1, pp. 70-79, 2011.
Data files:
  1. [1] K. Sako, R. Fukagawa, K. Iwasaki, T. Satomi, and I. Yasukawa, “Field Monitoring on Slope around Important Cultural Asset in order to Prevent Slope Disasters due to Rainfall,” Japanese Geotechnical Journal, Vol.1, No.3, pp. 57-69, 2006 (in Japanese).
  2. [2] T. Sugiyama, K. Okada, H. Muraishi, T. Noguchi, and M. Samizo, “Statistical rainfall risk estimating method for deep collapse of a cut slope,” Soils and Foundations, Vol.35, No.4, pp. 37-48, 1995.
  3. [3] K. Okada, Y. Makihara, A. Niiho, K. Nagata, M. Kokuji, and K. Saito, “SoilWater Index,” J. of the Meteorological Society of Japan, Vol.48, No.5, pp. 59-66, 2001 (in Japanese).
  4. [4] I. Tsaparas, H. Rahardjo, D. G. Toll, and E. C. Leong, “Infiltration characteristics of two instrumented residual soil slopes,” Canadian Geotechnical Journal, Vol.40, No.3, pp. 1012-1032, 2003.
  5. [5] H. Rahardjo, T. T. Lee, E. C. Leong, and R. B. Rezaur, “Response of a residual soil slope to rainfall,” Canadian Geotechnical Journal, Vol.42, No.2, pp. 340-351, 2005.
  6. [6] R. Kitamura, M. Kawaida, H. Abe, K. Jomoto, and T. Terachi, “Development of Field Measuring System for Suction in Unsaturated Soil with Rainfall,” J. of Geotechnical Engineering, JSCE, No.652/III-51, pp. 287-292, 2000 (in Japanese).
  7. [7] T. L. T. Zhan, C. W. W. Ng, and D. G. Fredlund, “Field study of rainfall infiltration into a grassed unsaturated expansive soil slope,” Canadian Geotechnical Journal, Vol.44, No.4, pp. 392-408, 2007.
  8. [8] A. Tohari, M. Nishigaki, and M. Komatsu, “Laboratory rainfallinduced slope failure with moisture content measurement,” ASCE Journal of Geotechnical and Geoenvironmental Engineering, Vol.133, No.5, pp. 575-587, 2007.
  9. [9] R. Kitamura, K. Sako, S. Kato, T. Mizushima, and H. Imanishi, “Soil tank test on seepage and failure behaviors of shirasu slope during rainfall, Journal of Geotechnical Engineering,” Vol.2, No.3, pp. 149-168, 2007 (in Japanese).
  10. [10] K. Sako, R. Kitamura, and R. Fukagawa, “Study of Slope Failure due to Rainfall: a Comparison between Experiment and Simulation,” Proc. of the 4th International Conference on Unsaturated Soils, Vol.2, pp. 2324-2335, 2006.
  11. [11] R. Kitamura, K. Sako, and K. Matsuo, “A research strategy for prediction of slope failures due to heavy rain,” Proc. of 12th Asian Regional Conference, pp. 1535-1538, 2003.
  12. [12] T. Satomi, K. Sako, I. Yasukawa, and R. Fukagawa, “Real time risk evaluation for a slope behind an important cultural asset due to rainfall using principal component analysis,” Journal of JSCE, Division C, Vol.65, No.2, pp. 564-578, 2009 (in Japanese).
  13. [13] H. H. Bui, R. Fukagawa, K. Sako, and J. C. Wells, “Slope stability analysis and discontinuous slope failure simulation by elasto-plastic smoothed particle hydrodynamics (SPH),” Geotechnique (in press).
  14. [14] T. Satomi, K. Sako, H. Yoshidome, and R. Fukagawa, “Improvement for the estimation method of evaporation using bulk method concerning water content variation of the uppermost soil layer,” Journal of Applied Mechanics JSCE, Vol.13, pp. 525-534, 2010 (in Japanese).
  15. [15] K. Sako, T. Satomi, R. Fukagawa, J. Nakaya, and Y. Ishida, “Ground displacement measurement of a slope behind an important cultural asset using optical fiber sensors,” Journal of Disaster Mitigation of Cultural Heritage and Historic Cities, Vol.2, pp. 105-110, 2010 (in Japanese).
  16. [16] Japan meteorological agency,

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