Centrifuge model studies of the seismic response of reinforced soil slopes

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 132, Issue 3, 2006, Pages 388-400

  Nova Roessig, Lili ^a   Sitar, Nicholas ^b  

^a EXPONENT INC   (United States)

^b UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

Centrifuge model; Seismic effects; Slope stability; Soil stabilization

Indexed keywords

DEFORMATION; DYNAMIC RESPONSE; EARTHQUAKE EFFECTS; FAILURE (MECHANICAL); GEOSYNTHETIC MATERIALS; MATHEMATICAL MODELS; STABILIZATION; STIFFNESS;

CENTRIFUGE MODEL; SEISMIC EFFECTS; SOIL STABILIZATION;

SLOPE STABILITY;

EARTHQUAKE ENGINEERING; REINFORCED EARTH; SEISMIC RESPONSE;

CENTRIFUGE MODELING; DEFORMATION; FAILURE ANALYSIS; GEOSYNTHETICS; SOIL REINFORCEMENT;

EID: 32944472566     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2006)132:3(388)     Document Type: Article

References (60)

1. Bathurst, R. J., Cai, Z., and Pelletier, M. (1996). "Seismic design and the performance of reinforced segmental retaining walls." Geotech. Fabr. Rep.ZZZZZZ0882-4983, 14, 48-51.
2. Bonaparte, R., Schmertmann, G. R., and Williams, N. D. (1986). "Seismic design of slopes reinforced with geogrids and geotextiles." Proc., Third Int. Conf. on Geotextiles, Vol. 2, Osterreichischer Ingenieur-und Architektenverein, Vienna, 273-278.
3. Bracegirdle, A. (1980). "Seismic stability of reinforced earth retaining walls." Bull. New Zealand Nat. Soc. Earthquake Eng., 13(4), 347-354.
4. Bray, J. D., and Rathje, E. R. (1998). "Earthquake-induced displacements of solid-waste landfills." J. Geotech. Geoenviron. Eng.JGGEFK1090-024110.1061/(ASCE)1090-0241(1998)124:3(242), 124(3), 242-253.
5. Casey, J. A. (1988). "A comparison of two earth retaining systems: A dynamic centrifuge study." MS thesis, University of California at Davis.
6. Casey, J. A., Soon, D., Kutter, B., and Romstad, K. (1991). "Modeling of mechanically stabilized earth systems: A seismic centrifuge study." Proc. Geotechnical Engineering Congress, Vol. II, ASCE, Reston, Va., 839-850.
7. Chida, S., Minami, K., and Adachi, K. (1982). Test de Stabilite de Remblais en Terre Armee.
8. Christopher, B. R., Gill, S. A., Giroud, J. P., Juran, I., Mitchell, J., Schlosser, F., and Dunnicliff, J. (1990). "Design and construction guidelines for reinforced soil structures." Rep. No. RD-89-043, Vol. 1, Federal Highway Administration, U.S. Department of Transportation, Washington, D.C.
9. Christopher, B. R., and Leshchinsky, D. (1991). "Design of geosynthetically reinforced slopes." Proc., Geotechnical Engineering Congress, ASCE, New York, 988-1005.
10. Collin, J. G., Chouery-Curtis, V. E., and Berg, R. R. (1992). "Field observations of reinforced soil structures under seismic loading." Proc., Int. Symposium on Earth Reinforcement Practice, Balkema, Dordrecht, the Netherlands, 223-228.
11. Fairless, G. J. (1989). "Seismic performance of reinforced earth walls." PhD thesis, Research Rep. No. 89-8, University of Canterbury, Christchurch, New Zealand.
12. Federal Highway Administration. (1990). "Reinforced soil structures Vol. I; Design and construction guideline." Publication No. FHWA-RD-89-043, U.S. Department of Transportation, Washington, D.C.
13. Horii, K., Kishida, H., Tateyama, M., and Tatsuoka, F. (1994). "Computerized design method for geosynthetic-reinforced soil retaining walls for railway embankments." Recent case Histories of permanent geosynthetic-reinforced soil retaining walls, Proc., Seiken Symposium No. 11, F. Tatsuoka, D. Leschinsky, eds., Balkema, Tokyo, 205-218.
14. Howard, R. W. A., DeGeorge, J. P., and Kutter, B. L. (1997). "Dynamic centrifuge testing of reinforced soil walls-centrifuge data report for MSE01." Rep. No. UCD/CGMDR-97/11, Center for Geotechnical Modeling.
15. Howard, R. W. A., Kutter, B. L., and Siddharthan, R. (1998). "Seismic deformation of reinforced soil centrifuge models." Proc., Geotechnical Earthquake Engineering and Soil Dynamics Conf., ASCE, Reston, Va., 446-468.
16. Jewell, R. A. (1990). "Strength and deformation in reinforced soil design." Proc., 4th Int. Conf. on Geotextiles, Geomembranes and Related Products, G. Den Hoedt, ed., Rotterdam, The Netherlands.
17. Koga, Y., Ito, Y., Washida, S., and Shimazu, T (1988). "Seismic resistance of reinforced embankment by model shaking table tests." Int. Geotech. Symp. on Theory and Practice of Earth Reinforcement, Kukuda, Japan, 413-418
18. Koga, Y., and Washida, S. (1992). "Earthquake resistant design method of geotextile reinforced embankments." Proc., Int. Symposium on Earth Reinforcement Practice, Ochiai, Hayashi, and Otari, eds., Balkema, Rotterdam, Vol. 1, 255-259.
19. Koseki, J., Munaf, Y., Tatsuoka, F., Tateyama, M., Kojima, K., and Sato, T. (1998). "Shaking and tilt table test of geosynthetic-reinforced soil and conventional-type retaining walls." Geosynthet. Int.GINTFD1072-6349, 5(1-2), 73-96.
20. Kutter, B. L., Idriss, I. M., Khonke, T., Lakeland, J., Li, X. I., Sluis, W., Zeng, X., Tauscher, R. C., Goto, Y., and Kubodera, I. (1994). "Design of large earthquake simulator at UC Davis." Centrifuge 94, Balkema, Rotterdam, 169-175.
21. Ling, H., Leshchinsky, D., and Perry, E. (1996). "A new concept of seismic design of geosynthetic-reinforced soil structures: Permanent displacement limit." Proc., Third International Symposium on Earth Reinforcement, Ochai, eds., Rotterdam, Balkema, 797-802.
22. Ling, H., Leshchinsky, D., and Perry, E. (1997). "Seismic design and performance of geosynthetic-reinforced soil structures." GeotechniqueGTNQA80016-8505, 47(5), 933-952.
23. Makdisi, F. I., and Seed, H. B. (1978). "Simplified procedure for estimating dam and embankment earthquake-induced deformations." J. Geotech. Eng. Div., 104(GT7), 849-867.
24. Matsuo, O., Tsutsumi, T., Yokoyama, K., and Saito, Y. (1998). "Shaking table tests and analyses of geosynthetic-reinforced soil retaining walls." Geosynthet. Int.GINTFD1072-6349, 5(1-2), 97-126.
25. Mitchell, J. K., and Villet, W. C. (1987). "Reinforcement of earth slopes and embankments." National Cooperative Highway Research Program. Report No. 290, Transportation Research Board, Washington, D.C.
26. Murata, O., Tateyama, M., and Tatsuoka, F. (1994). "Shaking table tests on a large geosynthetic-reinforced soil retaining wall model." Recent case histories of permanent geosynthetic-reinforced soil retaining walls, Proc., Seiken Symposium No. 11, F. Tatsuoka, D. Leschinsky, eds., Balkema, Tokyo, 259-264.
27. Nagel, R. B. (1985). "Seismic behavior of reinforced earth Walls." Research Rep. No. 85-4, Univ. of Canterbury, Christchurch, New Zealand.
28. Newmark, N. M. (1965). "Effects of earthquakes on dams and embankments." GeotechniqueGTNQA80016-8505, 15(2), 139-159.
29. Nova-Roessig, L. (1999). "Centrifuge studies of the seismic response of reinforced soil slopes." PhD thesis, University of California, Berkeley, Calif.
30. Nova-Roessig, L., and Sitar, N. (1996). "A review of seismic design methods for reinforced soil walls and slopes." Progress Rep. Prepared for the California Department of Transportation, Geotechnical Rep. No. UCB/GT/95-06.
31. Nova-Roessig, L., and Sitar, N. (1998). "Centrifuge studies of the seismic response of reinforced soil slopes." Proc., Third Geotechnical Engineering and Soil Dynamics Conf., Vol. 1, ASCE, Reston, Va., 458-468.
32. Okabe, S. (1926). "General theory of earth pressures." J. Japan. Soc. Civ. Eng.ZZZZZZ0021-468X, 12, No. 1, 1277-1323.
33. Prendergast, B. B., and Ramsey, G. (1980). "Design of reinforced earth for New Zealand conditions." Proc., Third Australian-New Zealand Conf. on Geomechanics, NZ Institution of Engineers, Wellington, NZ, 1/155-1/161.
34. Reinforced Earth Company. (1990). "An investigation of reinforced earth structures impacted by the loma prieta earthquake," Paris.
35. Reinforced Earth Company. (1991). "Reinforced earth structures in seismic regions, Miscellaneous Rep., Paris.
36. Reinforced Earth Company. (1994). "Performance of the reinforced earth structures near the epicenter of the Northridge earthquake, January 17, 1994," Paris.
37. Reinforced Earth Company. (1995). "Reinforced earth structures in seismic regions," Paris.
38. Richardson, G. N., Feger, D., Fong, A., and Lee, K. L. (1977). "Seismic testing of reinforced earth walls." J. Geotech. Eng. Div., 103(GT1), 1-17.
39. Richardson, G. N., and Lee, K. L. (1974). "Response of model reinforced earth walls to seismic loading conditions." Rep. to NSF, Project No. GI 38983, Dept. of Engineering 7412, UCLA, Los Angeles.
40. Richardson, G. N., and Lee, K. L. (1975). "Seismic design of reinforced earth walls." J. Geotech. Eng. Div., 101(2), 167-188.
41. Sakaguchi, M. (1996). "A study of the seismic behavior of geosynthetic reinforced walls in Japan." Geosynthet. Int.GINTFD1072-6349, 3(1), 13-30.
42. Sakaguchi, M., Muramatsu, M., and Nagura, K. (1992). "A discussion on reinforced embankment structures having high earthquake resistance." Proc., Int. Symposium on Earth Reinforcement Practice, H. Ochiai, S. Hayashi, and J. Otani, eds., Balkema, Kyushu, Japan, Vol. 1, 287-292.
43. Sandri, D. (1994). "Retaining walls stand up to the Northridge earthquake." Geotech. Fabr. Rep.ZZZZZZ0882-4983, 30-31.
44. Seed, H. B., and Mitchell, J. K. (1981). "Earthquake resistant design of reinforced earth walls." Internal Study for the Reinforced Earth Company, Progress Rep., University of California, Berkeley, Calif.
45. Seed, H. B., and Whitman, R. V. (1970). "Design of earth retaining structures for dynamic loads." Proc., Specialty Conf. on Lateral Stresses and Earth Retaining Structures, ASCE, Resbon, Va., 103-147.
46. Shrewbridge, S. E., and Sitar, N. (1996). "Formation of shear zones in reinforced sand." J. Geotech. Eng.JGENDZ0733-9410, 122(11), 873-885.
47. Sitar, N., ed. (1995). "Geotechnical reconnaissance of the effects of the January 17, 1995, Hyogoken-Nanbu earthquake, Japan." Rep. No. UCB/EERC-95/01, EERC, University of California, Berkeley, Calif.
48. Sommers, S. A., and Wolfe, W. E. (1984). "Earthquake induced responses of model retaining walls." Proc., Eighth World Conf. on Earthquake Engineering, Prentice-Hall, San Francisco Vol. 3, 517-524.
49. Stewart, J. P., Seed, R. B., Riemer, M., and Zornberg, J. G. (1994). "Geotechnical Structures: Northridge Earthquake," Geotech. NewsGENWER0823-650X, Bitech, 59-62.
50. Sugimoto, M., Ogawa, S., and Moriyama, M. (1994). "Dynamic characteristics of reinforced embankments with steep slope by shaking model tests." Proc., Eleventh Seiken Symposium on Recent Case Histories of Permanent Geosynthetic-Reinforced Soil Retaining Walls, F. Tatsuoka, and D. Leschinsky, eds., Balkema, Rotterdam, 271-275.
51. Tatsuoka, F., Tateyama, M., and Koseki, J. (1996). "Performance of soil retaining walls for railway embankments." Soils Found.SOIFBE0038-0806, special issue on geotechnical aspects of the January 17, 1995, Hyogoken-Nanbu earthquake, H. Ochiai, N. Yasufuku, and K. Omine, eds., Balkema, Kyushu, Japan, 311-324.
52. Vagneron, J. J., and Adams, B. D. (1972). "Pseudo static studies: Response of model reinforced earth walls to seismic loading conditions." Rep. to NSF, Project No. GI 38983, Dept. of Engineering 7412, UCLA Los Angeles.
53. Wartman, J., Rathje, E. M., Bray, J. D., Riemer, M. F., and Seed, R. B. (1998a). "Shaking table-based evaluation of the Newmark procedure for estimating seismically induced slope deformations." Proc., 5th Caltrans Seismic Research Workshop, Sacramento, Calif.
54. Wartman, J., Riemer, M. F., Bray, J. D., and Seed, R. B. (1998b). "Newmark analyses of a shaking table slope stability experiment." Proc., Geotechnical Earthquake Engineering and Soil Dynamics III, Dakoulas, Yegian, and Holtz, eds., 778-789, ASCE, Reston, Va.,
55. Wartman, J, Seed, R. B., Bray, J. D., Reimer, M. F., and Rathje, E. M. (1999). "Laboratory evaluation of the Newmark procedure for assessing seismically-induced slope deformations." Proc., 2nd Int. Conf. on Earthquake Geotechnical Engineering, ISSMFE, Vol. 2, Seco e Pinto, ed., Balkema, Dordrecht, the Netherlands, 673-678.
56. Wolfe, W. E., Lee, K. L., Rea, D., and Yourman, A. M. (1978). "The effect of vertical motion on the seismic stability of reinforced earth walls." Proc., Symposium on Earth Reinforcement, ASCE, Reston, Va., 856-879.
57. Wolfe, W. E., and Rea, D. (1980). "Earthquake induced deformations in reinforced earth walls." Rep. to NSF No. UCLA-ENG-8027, UCLA, Los Angeles.
58. Yamanouchi, T., and Fukada, N. (1993). "Design and observation of steep reinforced embankments." Proc., Third Int. Conf. on Case Histories in Geotechnical Engineering, Prakash Shamsher, ed., St. Louis, 1361-1378.
59. Zornberg, Jorge G. (1994). "Performance of geotextile-reinforced soil structures." PhD thesis, Univ. of California, Berkeley.
60. Zornberg, J. G., Sitar, N., and Mitchell, J. K. (1998). "Performance of geosynthetic reinforced slopes at failure." J. Geotech. Geoenviron. Eng.JGGEFK1090-024110.1061/ (ASCE)1090-0241(1998)124:8(670), 124(8), 670-683.