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2019 Vol.39, Issue 6 Preview Page

Geotechnical Engineering


December 2019. pp. 811-819
Abstract


References
1 

Byrne, P. M. (1991). "A cyclic shear-volume coupling and pore pressure model for sand." In Proceedings: Second International conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics (St. Louis, Missouri, March, 1991), Paper No. 1.24, pp. 47-55.

2 

Choi, J. S., Jang, S. Y. and Kim, S. I. (2007), "Detailed investigation on the dynamic excess pore water pressure through liquefaction tests using various dynamic loadings." Journal of Earthquake Engineering Society of Korea, Vol. 11, No. 2, pp. 81-94.

10.5000/EESK.2007.11.2.081
3 

Desai, C. S. (2000). "Evaluation of liquefaction using disturbed state and energy approaches." Journal of the Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 126, No. 7, pp. 618-631.

10.1061/(ASCE)1090-0241(2000)126:7(618)
4 

Hwang, S. J. (2005). An experimental study on the liquefaction behavior under various loading condition, Masters dissertation, Yonsei University, Seoul, Korea.

5 

Iai, S., Matsunaga, Y. and Kaneoka, T. (1992). "Strain space plasticity model for cyclic mobility." Soil and Foundation, JSSMFE, Vol. 32, No. 2, pp. 1-15.

10.3208/sandf1972.32.2_1
6 

Ishihara, K. and Yasuda, S. (1972). "Sand liquefaction due to irregular excitation." Soil and Foundations, Vol. 12, No. 4, pp. 65-77.

10.3208/sandf1972.12.4_65
7 

Ishihara, K. and Yasuda, S. (1975). "Sand liquefaction in hollow cylinder torsion under irregular excitation." Soil and Foundations, Vol. 15, No. 1, pp. 45-59.

10.3208/sandf1972.15.45
8 

Iwasaki, T., Tatuoka, F., Tokida, K. and Yasuda, S. (1978). "A practical method for assessing soil liquefaction potential based on case studies at various Sites in Japan." Proceedings of 5th Japan Earthquake Symposium, pp. 641-648.

9 

Kwan, W. S and Huaz, J. (2018). "Effects of irregular loading on sand responses before and after liquefaction initiation." Proceeding of the 11th NCEE, Earthquake Engineering Research Institute, LA, CA.

10 

Martin, G. R., Finn, W. D. and Seed, H. B. (1975). "Fundamentals of liquefaction under cyclic loading." Journal of the soil Mechanics and Foundations Division, ASCE, Vol. 101, No. GT5, pp. 423-438.

11 

Park, I. J. (1997). Disturbed state modelling for dynamic and liquefaction analysis, Ph.D. Dissertation, Dept. of Civil Engineering and Engineering Mechanics, Univ. of Arizona, Tuscon, Arizona.

12 

Park, S. Y. (2003). An experimental study on the liquefaction resistance strength using real earthquake loadings considering seismic magnitude in moderate earthquake region, Masters dissertation, Yonsei University, Seoul, Korea.

13 

Port and Harbour Research Institute (PHRI) (1997). Handbook on liquefaction remediation of reclaimed land, A. A. Balkema, Amsterdam.

14 

Seed, H. B. (1979). "Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes." Journal of the Geotechnical Engineering Division, ASCE, Vol. 105, No. GT2, pp. 83-108.

15 

Seed, H. B. and Idriss, I. M. (1971). "Simplified procedure for evaluating soil liquefaction potential." Journal of Soil Mechanics and Foundation Division, ASCE, Vol. 97, No. SM9, pp. 1248-1272.

16 

Seed, H. B. and Lee, K. L. (1966). "Liquefaction of saturated sands during cyclic loading." Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 92, No. SM6, pp. 105-134.

17 

Seed, H. B., Idriss, I. M., Makdisi, F. and Bamerjee, N. (1975). Representation of irregular stress time historics by equivalent uniform stress series in liquefaction analysis, Report No. EERC 75-29, UCB.

18 

Seed, H. B., Martin, P. O. and Lysmer, J. (1976). The generation and dissipation of pore water pressure during soil liquefaction, Report No. EERC 75-26, Earthquake Engineering Research Institute, University of California, Berkeley, California.

19 

Silver, M. L., Chan, C. K., Ladd, R. S., Lee, K. L., Tiedemann, D. A., Townsend, F. C., Valera, J. E. and Wilson, J. H. (1976). "Cyclic triaxial strength of standard test sand." Journal of the Geotechnical Engineering Division, ASCE, Vol. 102, No. GT5, pp. 511-523.

20 

Sim, J. W. (2002). An experimental study for estimation of the liquefaction resistance strength of saturated sand using real earthquake loading, Masters dissertation, Yonsei University, Seoul, Korea.

21 

Townsend, F. C. (1978). A review of factors affecting cyclic triaxial tests, Dynamic Geotechnical Testing, ASTM STP 654, American Society for Testing and Materials, pp. 356-383.

10.1520/STP35686S
22 

Youd, T. L., Idriss, I. M., Andrus, R. D., Arango, I., Castro, G., Christian, J. T., Dobry, R., Finn, W. D. L., Harder, L. F., Hynes, M. E., Ishihara, K., Koester, J. P., Liao, S. S. C., Marcuson III, W. F., Martin, G. R., Mitchell, J. K., Moriwaki, Y., Power, M. S., Robertson, P. K., Seed, R. B. and Stokoe II, K. H. (2001). "Liquefaction resistance of soils : Summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils." Journal of the Geotechnical Engineering Division, ASCE, Vol. 127, No. 10, pp. 817-833.

10.1061/(ASCE)1090-0241(2001)127:10(817)
Information
  • Publisher :Korean Society of Civil Engineers
  • Publisher(Ko) :대한토목학회
  • Journal Title :JOURNAL OF THE KOREAN SOCIETY OF CIVIL ENGINEERS
  • Journal Title(Ko) :대한토목학회 논문집
  • Volume : 39
  • No :6
  • Pages :811-819
  • Received Date :2019. 11. 04
  • Revised Date :2019. 11. 07
  • Accepted Date : 2019. 11. 12