Liquefaction-induced lateral spreading in near-fault regions during the 1999 Chi-Chi, Taiwane earthquake

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 132, Issue 12, 2006, Pages 1549-1565

  Chu, Daniel B ^a   Stewart, Jonathan P ^a   Youd, T L ^b   Chu, B L ^c  

^a UNIVERSITY OF CALIFORNIA   (United States)

^b Brigham Young University   (United States)

^c NATIONAL CHUNG HSING UNIVERSITY   (Taiwan)

Author keywords

Case reports; Earthquakes; Lateral displacement; Liquefaction; Spread foundations; Taiwan

Indexed keywords

EARTHQUAKE EFFECTS; MATHEMATICAL MODELS; SLOPE STABILITY; SOIL MECHANICS; SOIL TESTING; TECTONICS;

GROUND DEFORMATION; LATERAL DISPLACEMENT; SUBSURFACE EXPLORATION;

SOIL LIQUEFACTION;

CHI-CHI EARTHQUAKE 1999; DEFORMATION MECHANISM; DISPLACEMENT; FOUNDATION; LIQUEFACTION; STRUCTURAL RESPONSE;

MATHEMATICAL MODEL; SOIL BURIAL TEST;

EID: 33751102377     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2006)132:12(1549)     Document Type: Article

References (27)

1. Arias, A. (1970). "A measure of earthquake intensity." Seismic design for nuclear power plants, R. J. Hansen, ed., MIT Press, Cambridge, Mass., 438-483.
2. Bardet, J. P., Tobita, T., Mace, N., and Hu, J. (2002). "Regional modeling of liquefaction-induced ground deformation." Earthquake SpectraEASPEF8755-293010.1193/1.1463409, 18(1), 19-46.
3. Bartlett, S. F., and Youd, T. L. (1995). "Empirical prediction of liquefaction-induced lateral spread." J. Geotech. Engrg.JGENDZ0733-941010.1061/(ASCE)0733-9410(1995)121:4(316), 121(4), 316-329.
4. Boulanger, R. W., and Idriss, I. M. (2004). "Evaluating the potential for liquefaction or cyclic failure of silts and clays." Rep. No. UCD/CGM-04/01, Dept. of Civil and Environmental Engineering, College of Engineering, Univ. of California at Davis, Davis, Calif.
5. Bray, J. D., (2004). "Subsurface characterization at ground failure sites in Adapazari, Turkey." J. Geotech. Geoenviron. Eng.JGGEFK1090-024110.1061/(ASCE)1090-0241(2004)130:7(673), 130(7), 673-685.
6. Cetin, K. O., (2004). "Liquefaction-induced lateral spreading at Izmit Bay during the Kocaeli (Izmit)-Turkey earthquake." J. Geotech. Geoenviron. Eng.JGGEFK1090-024110.1061/ (ASCE)1090-0241(2004)130:12(1300), 130(12), 1300-1313.
7. Chen, Y. G., (2001). "Surface rupture of 1999 Chi-Chi earthquake yields insights on active tectonics of central Taiwan." Bull. Seismol. Soc. Am.BSSAAP0037-1106, 91, 977-985
8. Chu, B. L., Hsu, S. C., Lay, S. Y., and Chang, Y. M. (2000). "Failures associated with liquefaction at Wufeng during Chi-Chi earthquake." Proc., Int. Workshop on Annual Commemoration of Chi-Chi Earthquake, 3, 46-57.
9. Chu, D. B. (2006). "Case studies of soil liquefaction of sands and cyclic softening of clays induced by the 1999 Taiwan Chi-Chi earthquake." Ph.D. thesis, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles.
10. Chu, D. B., (2004). "Documentation of soil conditions at liquefaction and non-liquefaction sites from 1999 Chi-Chi (Taiwan) earthquake." Soil Dyn. Earthquake Eng.SDEEEJ0267-726110.1016/ j.soildyn.2004.06.005, 24(9-10), 647-657.
11. Farris, A. T. (2004). "Probabilistic models for engineering assessment of liquefaction-induced lateral spreading displacements." Ph.D. thesis, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, Calif.
12. Hamada, M., Yasuda, S., Isoyama, R., and Emoto, K. (1986). Study on liquefaction-induced permanent ground displacements, Association for the Development of Earthquake Prediction, Tokyo.
13. Ishihara, K., and Yoshimine, M. (1992). "Evaluation of settlements in sand deposits following liquefaction during earthquakes." Soils Found.SOIFBE0038-0806, 32(1), 173-188.
14. Lee, D. H., Juang, C. H., and Ku, C. S. (2001). "Liquefaction performance of soils at a partially improved site in the 1999 Chi-Chi, Taiwan, earthquake." Can. Geotech. J.CGJOAH0008-367410.1139/ cgj-38-6-1241, 38(6), 1241-1253.
15. Lin, C. C. (2002). "Study of lateral spreads in Wufeng, Taiwan during the September 21, 1999 Chi-Chi earthquake." Ph.D. thesis, National Chung Hsin Univ., Taichunj, Taiwan (in Chinese).
16. Lin, P. S., Lai, S. Y., Lin, S. Y., and Hseih, C. C. (2000). "Liquefaction potential assessment on Chi-Chi earthquake in Nantou, Taiwan." Proc., Int. Workshop on Annual Commemoration of Chi-Chi Earthquake, National Center for Research on Earthquake Engineering, Taipei, Taiwan, 3, 83-94.
17. National Center for Research on Earthquake Engineering (NCREE). (2000). "Reconnaissance report, September 21, 1999 Taiwan Chi-Chi earthquake." 〈http://gisdb.ncree.gov.tw/ncree/doc〉 (last accessed in 2005) (in Chinese).
18. Rauch, A. F., and Martin, J. R., Jr. (2000). "EPOLLS model for predicting average displacements on lateral spreads." J. Geotech. Geoenviron. Eng.JGGEFK1090-024110.1061/(ASCE)1090-0241(2000)126:4(360), 126(4), 360-371.
19. Robertson, P. K., and Wride, C. E. (1998). "Evaluating cyclic liquefaction potential using the cone penetration test." Can. Geotech. J.CGJOAH0008-367410.1139/cgj-35-3-442, 35(3), 442-459.
20. Seed, H. B., and Idriss, I. M. (1982). Ground motions and soil liquefaction during earthquakes, Earthquake Engineering Research Institute, Oakland, Calif.
21. Shamoto, Y., Zhang, J. M., and Tokimatsu, K. (1998). "New charts for predicting large residual post-liquefaction ground deformation." Soil Dyn. Earthquake Eng.SDEEEJ0267-7261, 17, 427-438.
22. Stewart, J. P. (2001). "Chapter 4: Soil liquefaction. Chi-Chi, Taiwan Earthquake of September 21, 1999 Reconnaissance Report." Earthquake SpectraEASPEF8755-293010.1193/1.1586192, 17 (Supplement A), 37-60.
23. Towhata, I., Sasaki, Y., Tokida, K., Matsumoto, H., Tamari, Y., and Yamada, K. (1992). "Prediction of permanent displacement of liquefied ground by means of minimum energy principle." Soils Found.SOIFBE0038-0806, 32(3), 97-116.
24. Youd, T. L. (2002). Youd, Hansen, and Bartlett database for induced lateral spreads, 〈http://www.et.byu.edu/cc/ccweb/faculty/youd/ data.html〉 (last accessed in 2005).
25. Youd, T. L., (2001). "Liquefaction resistance of soils: Summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils." J. Geotech. Geoenviron. Eng.JGGEFK1090-024110.1061/(ASCE)1090-0241(2001)127:10(817), 127(10), 817-833.
26. Youd, T. L., Hansen, C. M., and Bartlett, S. F. (2002). "Revised multilinear regression equations for prediction of lateral spread displacement." J. Geotech. Geoenviron. Eng.JGGEFK1090-024110.1061/ (ASCE)1090-0241(2002)128:12(1007), 128(12), 1007-1017.
27. Zhang, G., Robertson, P. K., and Brachman, R. W. (2004). "Estimating liquefaction induced lateral displacements using the standard penetration test or cone penetration test." J. Geotech. Geoenviron. Eng.JGGEFK1090-024110.1061/(ASCE)1090-0241(2004)130:8(861), 130(8), 861-871.