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Institut Teknologi Nasional

DAFTAR PUSTAKA

Antonia, Makra (2013) Evaluation of the UBC3D-PLM constitutive model for prediction of earthquake induced liquefaction embankment dams.

Budhi, Muni (2010) Soil mechanics and foundation.

Chang, F.K. dan Krinitzsky, E.L. (1977) Duration, spectral content, and predominant period of stong motion earthquake records from western united states.

Daftari, A. dan Kudla, W. (2014) Prediction of soil liquefaction by using UBC3D- PLM model in PLAXIS.

Das, B. M., & Sobhan, K. (2014). Principles of Geotechnical Engineering.

Day, Robert W. (2001). Geotechnical Earthquake Engineering Handbook. New York: McGraw-Hill Companies.

Galavi, Vahid and Petalas, Alexandros (2012) PLAXIS liquefaction model UBC3D-PLM.

Housner, G.W. (1947) Characteristic of strong-motion earthquakes.

Jaeger, Robert dan Maki, Ian P. (2017) Estimating the peak friction angle of sandy soil in-situ with state-bases overburden Normalized SPT blow counts.

K. Lutgens, Frederick J. Tarbuck, Edward (2016) Essentials of Geology.

Kramer, Steven L. (1996) Geotechnical earthquake engineering.

Lee, Jongwon, dan A. Green, Russel (2011) An empirical bracketed duration relation for stable continental region of North America.

Laera dan Brinkgreve (2015) Site response analysis and liquefaction evaluation.

Schertmann, J.H (1978) Guideline for Cone Penetration Test Performance and Design.

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Institut Teknologi Nasional

Seed, H.B. dan Idriss, I.M. (1982) Ground motion and soil liquefaction during earthquakes.

Seed, H.B, Mori, K., dan Chan, C.K. (1975) Influence of seismic of history on the liquefaction characteristic of sands.

Seed, H. B., Tokimatsu, K., Harder, L. F. Jr., and Chung, R. (1984). The influence of SPT procedures in soil liquefaction resistance evaluations. Earthquake Engineering Research Center, University of California, Berkeley, Report No.

UCB/EERC-84/15, 50 pp.

Tokimatsu, Kohji dan Yoshimi, Yoshiaki (1983) Empirical correlation of soil liquefaction based on SPT N-value and fines content.

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