Browse > Article
http://dx.doi.org/10.9720/kseg.2014.2.191

Development of a Method for Detecting Unstable Behaviors in Flume Tests using a Univariate Statistical Approach  

Kim, Seul-Bi (Chungbuk National University, Dept. of Earth & Environmental Sciences)
Seo, Yong-Seok (Chungbuk National University, Dept. of Earth & Environmental Sciences)
Kim, Hyeong-Sin (Chungbuk National University, Dept. of Earth & Environmental Sciences)
Chae, Byung-Gon (Korea Institute of Geoscience and Mineral Resources, Geologic Environment Research Division)
Choi, Jung-Hae (Korea Institute of Geoscience and Mineral Resources, Geologic Environment Research Division)
Kim, Ji-Soo (Chungbuk National University, Dept. of Earth & Environmental Sciences)
Publication Information
The Journal of Engineering Geology / v.24, no.2, 2014 , pp. 191-199 More about this Journal
Abstract
We describe a method for detecting slope instability in flume tests using pore pressure and water content data in conjunction with a statistical control chart analysis. Specifically, we conducted univariate statistical analysis on x-MR control chart data (pore pressure and water content) collected at several points along the flume slope, which we separated into three parts: upper, middle, and lower. To assess our results in the context of landslide forecasting and warning systems, we applied control limit lines at $1{\sigma}$, $2{\sigma}$, and $3{\sigma}$ levels of uncertainty. In doing so, we observed that dispersion time varies depending on the control limit line used. Moreover, the detection of instabilities is highly dependent on the position and type of sensor. Our findings indicate that different characteristics of the data on various factors predict slope failure differently and these characteristics can be identified by univariate statistical analysis. Therefore, we suggest that a univariate statistical approach is an effective method for the early detection of slope instability.
Keywords
flume test; pore pressure; water content; x-MR control chart; univariate statistics;
Citations & Related Records
Times Cited By KSCI : 9  (Citation Analysis)
연도 인용수 순위
1 Kim, D. H. and Lee, B. J., 1986, Applied Geology of Choengsan, Provincial government of Gyeongsangbuk- Do, Korea Institute of Geoscience and Mineral Resources.
2 Kim, H., Lim, J. Y., Lee, K. M., Seo, Y. S., and Chae, B. G., 2008, Prediction of landslide occurrence time with flume test, Proc. KSEG Conference, 67-74 (in Korean).
3 Kim, M. I. and Jeong, G. C., 2008, Characterization of physical factor of unsaturated ground deformation induced by rainfall, The Journal of Engineering Geology, 18, 2, 117-126 (in Korean with English abstract).   과학기술학회마을
4 Lee, D. S. and Nam, G. S., 1969, Applied Geology of Jangkili, Provincial government of Jeonlabuk-Do, Korea Institute of Geoscience and Mineral Resources.
5 Lee, J. Y. and Park, H. D., 2004, Dependency of Landslide Occurrences on Rainfall, The Korean society of mineral and energy resources engineers, 41, 1, 77-82 (in Korean with English abstract).   과학기술학회마을
6 Lim, S. B., Kim, S. G., Seo, Y. S., and Park, S. H., 2007, A study on convergency of tunnel displacement using control chart, The Journal of Engineering Geology, 17, 2, 197-204 (in Korean with English abstract).   과학기술학회마을
7 Lim, S. B. and Seo, Y. S., 2009, A new method for the analysis of measured displacements during tunnelling using control charts, The Journal of Engineering Geology, 19, 3, 261-268 (in Korean with English abstract).   과학기술학회마을
8 Meilani, I., Rahardjo, H., and Leong, E. C., 2005, Porewater pressure and water volume change of an unsaturated soil under infiltration conditions, Candian Geotechnical Journal, 42, 6, 1509-1531.   DOI   ScienceOn
9 Okura, Y., Kitahara, H., Ochiai, H., Sammori, T., and Kawanami, A., 2002, Landslide fluidization process by flume experiments, Engineering Geology, 66, 1, 65-78.   DOI   ScienceOn
10 Sagong, M., Kim, M. S., Kim, S. S., and Lee, I. Y., 2006, Analysis on the rainfall driven slope failure adjacent to a railway: flume tests, Korean Geotechnical Society, 22, 5, 83-91 (in Korean with English abstract).   과학기술학회마을
11 Seo, Y. S., Kim, S. G., and Lee, K. M., 2008, 3-D slope stability analysis on influence of groundwater level changes in Oksan landslide area, The Journal of Engineering Geology, 18, 2 177-183 (in Korean with English abstract).   과학기술학회마을
12 Shewhart, W. A., 1924, Some applications of statistical methods to the analysis of physical and engineering data, Bell System Technical Journal, 3, 1, 43-87.   DOI
13 Brand, E. W., 1981, Some thoughts on rain-induced slope failures, Proceedings of the 10th International Conference on Soil Mechanics and Foundation Engineering, Stockholm, 3, 373-376.
14 Brenner, R. P., Tam, H. K., and Brand, E. W., 1985, Field stress path simulation of rainfall-induced slope failure, Proceedings of 11th International Conference on Soil Mechanics Foundation Engineering, San Francisco, 991-996.
15 Caine, N., 1980, The rainfall intensity: duration control of shallow landslides and debris flows, Geografiska Annaler. Series A. Physical Geography, 23-27.
16 Jang, H. S., Kim, B. R., and Seo, Y. S., 2010, Detection of landslide failure time using statistical control chart, National crisis & emergency management research institute, 4, 2, 82-95 (in Korean with English abstract).
17 Chae, B. G. and Seo, Y. S., 2010, Suggestion of an evaluation chart for landslide susceptibility using a quantification analysis based on canonical correlation, Econ. Environ. Geol., 43, 4, 381-391 (in Korean with English abstract).   과학기술학회마을
18 Chae, B. G., Song, Y. S., Seo, Y. S., Cho, Y. C., and Kim, W. Y., 2006, A test for characterization on landslides triggering and flow features of debris using a flume test equipment, The Journal of Engineering Geology, 16, 3, 275-282 (in Korean with English abstract).   과학기술학회마을
19 Crozier, M. J., 1995, Landslide hazard assessment: a review of papers presented to theme G4, in Bell, D. (Ed.), Landslides, Proceedings of Sixth International Symposium on Landslides Christchurch, 1014 February 1992, 3, Balkema, Rotterdam, 1843-1848.
20 Jeong, J. S., Jung, C. G., Lee, J. I., and Lee, S. H., 2011, Determination of failure mechanism of slope calibration chamber tests using rainfall simulation (I), Korean geotechnical society, 27, 2, 27-34 (in Korean with English abstract).   과학기술학회마을   DOI
21 Wang, G. and Sassa, K., 2001, Factors affecting rainfallinduced flowslides in laboratory flume test, Geotechnique, 51, 7, 587-599.   DOI   ScienceOn
22 Yeom, G. C. and Jeong, Y. B., 2008, Statistical quality control, Sungandang (in Korean).
23 Yoshida, Y., Kuwano, J., and Kuwano R., 1991, Raininduced slope failures caused by reduction in soil strength, Soils and Foundations, 31, 4, 187-193.   DOI
24 Crozier, M. J., 1999, Prediction of rainfall-triggered landslides: A test of the antecedent water status model, Earth Surface Processes and Landforms, 24, 9, 825-833.   DOI
25 Aleotti, P., 2004, A warning system for rainfall-induced shallow failures, Engineering Geology, 73, 247-265.   DOI   ScienceOn