Seismic Stability of Soil Retaining Walls Situated on Slope
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 130, Issue 1
Abstract
Many soil retaining walls, which were used to stabilize highway embankments constructed on hillside, were severely damaged during the major earthquake (Chi-Chi earthquake, on September 21, 1999 in Taiwan. We investigated two typical cases of soil retaining wall damage using survey, soil borings and soil tests. To this end we developed a new pseudo-static method to evaluate the seismic stability of retaining walls situated on slope. Sliding failure along the wall base and bearing capacity failure in the foundation slope were considered in the new pseudo-static method. Results of the analysis showed that seismic stability of the wall against bearing capacity failure may be greatly overestimated when the inertia of soil mass is not taken into account. The analytical results also showed that sliding failure along the wall base occurs prior to the bearing capacity failure of the wall situated on a gentle slope at Site 1. The opposite is true for the wall situated on a steep slope at Site 2. For soil retaining walls constructed on slope, sliding failure of the wall may occur under small input horizontal ground acceleration when the passive resistance in front of the wall is not effectively mobilized. This highlights the importance of improving the strength of backfilled soils in the passive zone when constructing soil retaining walls on slope. The results obtained in the present study also suggest a modification of the current design considerations for soil retaining walls situated on slope.
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References
Atkinson, J. H. (1981). Foundations and slopes, An introduction to applications of critical state soil mechanics, McGraw-Hill, London, 194–246.
Bishop, A. W.(1955). “The use of slip circle in the stability analysis of slopes.” Geotechnique, 1, 7–17.
Chen, Y. H. (2001). “Displacement analysis of the soil retaing walls situated on slope damaged during the Chi-Chi earthquake.” Master thesis, National Chen Kung Univ., Taiwan (in Chinese).
Fang, Y. S., Chen, J. M., and Chen, C. Y.(1997). “Earth pressures with sloping backfill.” J. Geotech. Geoenviron. Eng., 123(3), 250–259.
Graham, J., Andrew, M., and Shields, D. H.(1988). “Stress characteristics for shallow footings in cohesionless slopes.” Can. Geotech. J., 25, 238–249.
Hansen, J. B. (1970). “A revised and extended formula for bearing capacity.” Danish Geotech. Inst., Copenhagen, Bul., 28.
Huang, C. C.(2000). “Investigations of soil retaining structures damaged during the Chi-Chi (Taiwan) earthquake.” J. Chin. Inst. Eng., 23(4), 417–428.
Huang, C. C., and Chou, L. H. (2000). “Stability analyses on the failed gravity soil retaining walls during the Chi-Chi earthquake.” Proc., 2nd Multi-lateral Workshop on Development of Earthquake and Tsunami Disaster Mitigation Technologies and Their Integration for the Asia-Pacific Region (EQTAP), Earthquake Disaster Mitigation Research Center, RIKEN, Miki, Hyogo, Japan, 113–125.
Huang, C. C., Chou, L. H., and Chen, Y. H. (2001). “Analyses of a near-fault geosynthetic-reinforced modular block wall damaged during the 1999 Chi-Chi earthquake.” Proc., Int. Symposium Earth Reinforcement, Japan, Ochiai et al., eds., Rotterdam, Balkema, The Netherlands, 369–374.
Huang, C. C., Tateyama, M., Kato, N., and Tatsuoka, F.(2000). “Model shaking tests of soil retaining walls situated on sand slope.” Geosynthetic Eng. J., International Geosynthetic Society, Japan Chapter,15, 264–273.
Huang, C. C., and Tatsuoka, F.(1994). “Stability analysis for footings on reinforced sand slopes.” Soils Found., 34(3), 21–37(EI).
Japanese Geotechnical Society. (1986a). Handbook of soil mechanics and foundation engineering, Tokyo, 265–302 (in Japanese).
Japanese Geotechnical Society. (1986b). Handbook of soil mechanics and foundation engineering, Tokyo, 1077–1097 (in Japanese).
Koseki, J., Munaf, Y., Tatsuoka, F., Tateyama, M., and Kojima, K.(1998). “Shaking table and tilting tests of geosyntetic-reinforced soil retaining wall and conventional type retaining wall models.” Geosynthet. Int., 5(1–2), 73–96.
Ling, H. I., and Leshchinsky, D.(1998). “Effects of vertical acceleration on seismic design of geosynthetic-reinforced soil structures.” Geotechnique, 48(3), 347–373.
Meyerhof, G. G.(1963). “Some recent research on the bearing capacity of foundations.” Can. Geotech. J., 1(1), 16–26.
Ministry of Transport, R. O. C. (1995). Standard manual for traffic technology—Traffic engineering, seismic design of highway bridges, Yu-Shy Publication Co., Taipei, Taiwan, 34, 80 (in Chinese).
Mononobe, N.(1924). “Investigations on vertical ground motion and some related topics.” Proc., Civil Eng. Soc., Japan, 10(5), 1063–1094 (in Japanese).
Nadim, F., and Whitman, R. R.(1983). “Seismically induced movement of retaining walls.” J. Geotech. Eng., 109(7), 915–931.
Newmark, N. M.(1965). “Effects of earthquake on dams and embankments.” Geotechnique, 15(2), 139–159.
Okabe, S.(1924). “General theory on earth pressure and seismic stability of retaining wall and dam.” Proc., Soc. Civ. Eng., Japan, 10(6), 1277–1323.
Peck, P. B., Hanson, W. E., and Thornburn, T. H. (1953). Foundation engineering, Wiley, New York.
Press, W. H., Flannery, B. P., Teukolsky, S. A., and Vetterling, W. T. (1989). Numerical recipes, the art of scientific computing, Fortran version, Cambridge Univ. Press, Cambridge, U.K., 248–251.
Richards, R., Jr., and Elms, D. G.(1979). “Seismic behavior of gravity retaining walls.” J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 105(4), 449–464.
Seed, H. B., and Whitman, R. V. (1970). “Design of earth retaining structures for dynamic loads.” Lateral stresses in the ground and design of earth retaining structures, ASCE, New York, 103–147.
Siddharthan, R., Ara, S., and Norris, G. M.(1992). “Simple rigid plastic model for seismic tilting of rigid walls.” J. Struct. Eng., 118(2), 469–487.
Tatsuoka, F., Koseki, J., and Tateyama, M. (1997). “Performance of reinforced soil structures during the 1995 Hyogo-ken Nanbu eqrthquake.” Special Rep., Proc. Earth Reinforcement, Ochiai et al., eds., Balkema, Rotterdam, The Netherlands, 973–1008.
Tatsuoka, F., Koseki, J., Tateyama, M., Munaf, Y., and Horii, K. (1998). “Seismic stability against high seismic loads of geosynthetic-reinforced soil retaining structures.” Keynote Lecture, Proc., 6th Int. Conf. on Geosynthetics, Atlanta, International Geosynthetics Society Vol. 1, 103–142.
Terzaghi, K. (1943). Theoretical soil mechanics, Wiley, New York, 120–130.
Vesic, A. S.(1973). “Analysis of ultimate loads of shallow foundations.” J. Soil Mech. Found. Div., 99(1), 45–73.
Vucetic, M., Iskandar, V. E., Doroudian, M., and Luccioni, L. (1996). “Dynamic failure of soil-nailed excavation in centrifuge.” Proc., Int. Symposium on Earth Reinforcement, H. Ochiai et al., eds., Balkema, Rotterdam, The Netherlands, 829–834.
Whitman, R. V., and Liao, S. (1985). “Seismic design of gravity retaining walls.” Miscellaneous Paper GL-85-1, Dept. Army, U.S. Army Corps of Engineers, Washington, D.C.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 130 • Issue 1 • January 2004
Pages: 45 - 57
Copyright
Copyright © 2004 American Society of Civil Engineers.
History
Received: May 21, 2002
Accepted: May 23, 2003
Published online: Dec 15, 2003
Published in print: Jan 2004
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