Centrifuge Modeling of Slope Instability
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 135, Issue 6
Abstract
This paper demonstrates the use of a centrifuge modeling technique in studying slope instability. The slope models were prepared from sand, and sand mixed with 15 and 30% fines by weight, compacted at optimum water content. The validity of the modeling technique was confirmed using slope models of different heights, inclinations, and soil types. The soil behavior was studied under triaxial and plane strain conditions, and the extended Mohr-Coulomb failure criterion was found relevant for expressing the strength of unsaturated compacted soil based on the angle of internal friction and apparent cohesion. The Bishop’s circular mechanism, together with the extended Mohr-Coulomb failure criterion, was able to simulate the slope failure reasonably well. The rainfall of different intensities was then induced on the stable slopes of sand with 15% fines. It was found that the failure of slope under rainfall may be interpreted as a reduction in apparent cohesion. The centrifuge tests also allowed the rainfall intensity-duration threshold curve (local curve) to be generated for the test slopes, and the accumulated rainfall corresponded well to some of the reported field observations.
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References
Akai, K., Ohnishi, Y., and Murakami, T. (1979). “Coupled stress flow analysis in saturated-unsaturated medium by finite element method.” Proc., 3rd Int. Conf. on Numerical Methods in Geomechanics, 241–249.
Bishop, A. W. (1955). “The use of slip circle in the stability analysis of slopes.” Geotechnique, 5, 7–17.
Bishop, A. W. (1959). “The principle of effective stress.” Teknisk Ukeblad I Samarbeide Med Teknik, 106(39), 859–863.
Bucky, P. B. (1931). “Use of models for the study of mining problems.” Technical Publication No. 425, American Institute of Mining and Metallurgical Engineers, 3–28.
Cai, F., and Ugai, K. (2004). “Numerical analysis of rainfall effects on slope stability.” Int. J. Geomech., 4(2), 69–78.
Caine, N. (1980). “The rainfall intensity-duration control of shallow landslides and debris flows.” Geogr. Ann., 62A(1–2), 23–27.
Campbell, R. H. (1975). “Soil slips, debris flows, and rainstorms in the Santa Monica Mountains and vicinity, southern California.” U.S. Geological Survey Professional Paper 851.
Cannon, S. J., and Ellen, S. D. (1985). “Rainfall conditions for abundant debris avalanches, San Francisco Bay region, California.” California Geology, 32, 49–54.
Chen, C.-Y., Chen, T.-C., Yu, F.-C., Yu, W.-H., and Tseng, C.-C. (2005). “Rainfall duration and debris-flow initiated studies for real-time monitoring.” Environ. Geol., 47(5), 715–724.
Ching, K. H., Sweeney, J., and Fredlund, D. G. (1984). “Increase in factor of safety due to soil suction for two Hong Kong slopes.” Proc., 4th Int. Symp. on Landslides, 617–623.
Cho, S. E., and Lee, S. R. (2002). “Evaluation of surficial stability for homogeneous slopes considering rainfall characteristics.” J. Geotech. Geoenviron. Eng., 128(9), 756–763.
Collins, B. D., and Znidarcic, D. (2004). “Stability analyses of rainfall induced landslides.” J. Geotech. Geoenviron. Eng., 130(4), 362–372.
Fredlund, D. G., Morgenstern, N. R., and Widger, R. A. (1978). “Shear strength of unsaturated soils.” Can. Geotech. J., 15(3), 313–321.
Fredlund, D. G., and Rahardjo, H. (1993). Soil mechanics for unsaturated soils, Wiley, New York.
Govi, M., and Sorzana, P. F. (1980). “Landslide susceptibility as a function of critical rainfall amount in Piedmont basins (North western Italy).” Studia Geomorphologica Carpatho-Balcanica, 14, 43–61.
Guzzetti, F., Peruccacci, S., Rossi, M., and Stark, C. P. (2007). “Rainfall thresholds for the initiation of landslides.” Meteorol. Atmos. Phys., 98, 239–267.
Guzzetti, F., Peruccacci, S., Rossi, M., and Stark, C. P. (2008). “The rainfall intensity-duration control of shallow landslides and debris flows: An update.” Landslides, 5(1), 3–17.
Jennings, J. E. B., and Burland, J. B. (1962). “Limitations to the use of effective stresses in partly saturated soils.” Geotechnique, 12(2), 125–144.
Johnson, K. A., and Sitar, N. (1990). “Hydrologic conditions leading to debris-flow initiation.” Can. Geotech. J., 27, 789–801.
Keefer, D. K. et al. (1987). “Real-time landslide warning during heavy rainfall.” Science, 238(13), 921–925.
Kimura, T., Takemura, J., Suemasa, N., and Hiro-oka, A. (1991). “Failure of fills due to rainfall.” Centrifuge 91, H.-Y. Ko, ed., Balkema, Rotterdam, The Netherlands, 509–516.
Kutara, K., and Ishizuka, H. (1982). “Seepage flow in the embankment and stability of slope during rain.” Tsuchi-to-kiso, Paper No. 1330, Japan Geotechnical Society (in Japanese).
Larsen, M. C., and Simon, A. (1993). “A rainfall intensity-duration threshold for landslides in a humid-tropical environment, Puerto Rico.” Geogr. Ann., 75A(1–2), 13–23.
Leshchinsky, D. (2002). “Design software for geosynthetic-reinforced soil structures.” Geotechnical Fabrics Rep. No. 19, 44–49.
Ling, H. I., Mohri, Y., Kawabata, T., Liu, H., Burke, C., and Sun, L. (2003). “Centrifugal modeling of seismic behavior of large-diameter pipeline in liquefiable soil.” J. Geotech. Geoenviron. Eng., 129(12), 1092–1101.
Lu, N., and Likos, W. J. (2004). Unsaturated soil mechanics, Wiley, New York.
Lumb, P. (1975). “Slope failures in Hong Kong.” Q. J. Eng. Geol., 8, 31–65.
Montrasio, L., and Valentino, L. (2007). “Experimental analysis and modeling of shallow landslides.” Landslides, 4, 291–296.
Ng, C. W. W., and Pang, Y. W. (2000). “Influence of stress states on soil-water characteristics and slope stability.” J. Geotech. Geoenviron. Eng., 126(2), 157–166.
Pradel, D., and Raad, G. (1993). “Effects of permeability on surficial stability of homogeneous slopes.” J. Geotech. Engrg., 119(2), 315–332.
Rahardjo, H., Ong, T. H., Rezaur, R. B., and Leong, E. C. (2007). “Factors controlling instability of homogeneous soil slopes under rainfall.” J. Geotech. Geoenviron. Eng., 133(12), 1532–1543.
Sidle, R. C., and Ochiai, H. (2006). Landslides: processes, prediction, and land use, American Geophysical Union, Washington, D.C.
Take, W. A., and Bolton, M. D. (2002). “An atmospheric chamber for the investigation of the effect of seasonal moisture changes on clay slopes.” Proc., Int. Conf. on Physical Modeling in Geotechnics, Balkema, Rotterdam, The Netherlands, 765–770.
Tarantino, A., and Bosco, G. (2000). “Role of soil suction in understanding the triggering mechanisms of flow slides associated to rainfall.” Proc., 2nd Int. Conf. on Debris-Flow Hazards Mitigation, Balkema, Rotterdam, The Netherlands, 81–88.
Tatsuoka, F., Okahara, M., Tanaka, T., Tani, K., Morimoto, T., and Siddiquee, M. S. A. (1991). “Progressive failure and particle size effect in bearing capacity of a footing on sand.” Proc., Geotechnical Engineering Congress, ASCE, 788–802.
Tatsuoka, F., Sakamoto, M., Kawamura, T., and Fukushima, S. (1986). “Strength and deformation characteristics of sand in plane strain compression at extremely low pressures.” Soils Found., 26(1), 65–84.
Tatsuoka, F., and Yamauchi, H. (1986). “A reinforcing method for steep clay slopes using a nonwoven geotextile.” Geotext. Geomembr., 4, 241–268.
Taylor, R. N. (1995). Geotechnical centrifuge technology, Blackie, Glasgow, U.K.
Tohari, A., Nishigaki, M., and Komatsu, M. (2007). “Laboratory rainfall-induced slope failure with moisture content measurement.” J. Geotech. Geoenviron. Eng., 133(5), 575–587.
Wieczorek, G. F. (1987). “Effect of rainfall intensity and duration on debris flows in the central Santa Cruz Mountains, California.” Debris flows/avalanches: Process, recognition, and mitigation, J. E. Costa and G. F. Wieczorek, eds., Geological Society of America, Boulder, Colo., 93–104.
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© 2009 ASCE.
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Received: Apr 13, 2008
Accepted: Sep 2, 2008
Published online: May 15, 2009
Published in print: Jun 2009
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