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NTIS 바로가기한국지반환경공학회논문집 = Journal of the Korean Geoenvironmental Society, v.23 no.5, 2022년, pp.5 - 13
최재순 (Civil & Architectural Engineering, Seokyeong University) , 진윤홍 (Geotechnical Department, Soosung Engineering & Consulting) , 백우현 (Construct System Engineering, Seoul National University of Science & Technology)
In this study, dynamic characteristics and liquefaction resistance characteristics of silica sand which is used to simulate sandy layer were conducted using the cyclic triaxial test according to the relative density difference. The difference in liquefaction resistance with the relative density was ...
Darendeli, M. B. (2001), Development of a new family of normalized modulus reduction and material damping curves, University of Texas at Austin.
Idriss, I. and Boulanger, R. W. (2008), Soil liquefaction during earthquakes, Earthquake Engineering Research Institute.
Ishihara, K. (1993), Liquefaction and flow failure during earthquakes, Geotechnique, Vol. 43, No. 3, pp. 351~451.
Kim, S. I., Park, I. J. and Choi, J. S. (2000), A Study on the assessment of liquefaction potential in Korea, Journal of the Korean Society of Civil Engineers, Vol. 20, No. 2-C, pp. 129~139 (In Korea).
Lee, C. J., Kim, S. I. and Jung, S. S. (2010), A study on the liquefaction resistance of anisotropic sample under real earthquake loading, Journal of the Korean Geotechnical Society, Vol. 26, No. 2, pp. 5~14 (In Korea).
MOF (2018), Korea Design Standard : Seismic Design of Port and Harbor (KDS 64 17 00).
Seed, B. and Lee, K. L. (1966), Liquefaction of saturated sands during cyclic loading, Journal of Soil Mechanics and Foundations Division, ASCE, 4972 92 Proceeding.
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. 9, pp. 1249~1273.
Seed, H. B., Tokimatsu, K. and Harder, L. (1984), The influence of SPT procedures in evaluating soil liquefaction resistance, UCB, Earthquake Engineering Research Center, University of California, Berkeley, EERC, pp. 84~15.
Shin, Y. S. (1999), A Study on the Modified Method for Assessing Liquefaction Potential Based on Korean Earthquake Magnitude, Master's thesis, Yonsei University, pp. 66~90 (In Korea).
Skempton, A. W. (1954), The pore-pressure coefficients A and B, Geotechnique, Vol. 4, No. 4, pp. 143~147.
Skemptom, A. W. (1986), Standard penetration test procedures and the effects in sands of over-burden press, relative density, particle size, ageing and overconsolidation, Geo-technique, Vol. 36, No. 3, pp. 425~447
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