Articles | Volume 16, issue 3
https://doi.org/10.5194/nhess-16-789-2016
https://doi.org/10.5194/nhess-16-789-2016
Research article
 | 
18 Mar 2016
Research article |  | 18 Mar 2016

Behavior analysis by model slope experiment of artificial rainfall

Min Cheol Park

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Cited articles

Anderson, S. A. and Sitar, N.: Analysis of rainfall-induced debris flows, J. Geotech. Eng.-ASCE, 121, 544–552, 1995.
Bogena, H., Huisman, J., Oberdörster, C., and Vereecken, H.: Evaluation of a low-cost soil water content sensor for wireless network applications, J. Hydrol., 344, 32–42, 2007.
Brand, E.: Some thoughts on rain-induced slope failures, in: Proceedings of the 10th International Conference on Soil Mechanics and Foundation Engineering, Stockholm, 15–19, 1981.
Brenner, R., Tam, H., and Brand, E.: Field stress path simulation of rain-induced slope failure, in: Proceedings of 11th International Conference on Soil Mechanics and Foundation Engineering, San Francisco, 991–996, 1985.
Decagon devices: ECH2O Soil Moisture Sensor: Operators Manual for Models EC-20, EC-10 and EC-5 (Version 5), Decagon Devices Inc., Pullman, Wash., 1–20, 2006.
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Short summary
In this study, we performed a model slope experiment with rainfall seepage, and the results were compared and verified using the unsaturated slope stability analysis method. The real-time monitoring system of porewater pressure or matric suction can be used as a warning of rainfall-induced slope failure.
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