Environmental Engineering Reference
In-Depth Information
Moss, R.E.S., Kayen, R.E., Tong, L.Y., Liu, S.Y., Cai, G.J., and Wu, J. 2011. Retesting of liquefaction
and nonliquefaction case histories from the 1976 Tangshan Earthquake. Journal of Geotechnical
and Geoenvironmental Engineering , 137(4), 334-343.
Robertson, P.K. 2009. Performance based earthquake design using the CPT. Proc., IS Tokyo Conf ., CRC
Press/Balkema, Taylor & Francis Group, Tokyo, pp. 3-20.
Robertson, P.K., and Wride, C.E. 1998. Evaluating cyclic liquefaction potential using the cone penetra-
tion test. Canadian Geotechnical Journal , 35(3), 442-459.
Schwarz, G. 1978. Estimating the dimension of a model. Annals of Statistics , 6(2), 461-464.
Seed, H.B., Idriss, I.M. 1971. Simplified procedure for evaluating soil liquefaction potential. Journal of
the Soil Mechanics and Foundation Division , 97(9), 1249-1273.
Stigler, S.M. 2007. The epic story of maximum likelihood. Statistical Science , 22(4), 598-620.
Tang, X.S., Li, D.Q., Rong, G., Phoon, K.K., and Zhou, C.B. 2013. Impact of copula selection on geo-
technical reliability under incomplete probability information. Computers and Geotechnics , 49,
264-278.
Tokimatsu, K., and Seed, H.B. 1984. Simplified procedures of the evaluation of settlements in clean
sands. Earthquake Engineering Research Center Report CB/EERC-84/16, Univ. of California,
Berkeley, Calif.
Toprak, S., Holzer, T.L., Bennett, M.J., and Tinsley, J.C.I. 1999. CPT- and SPT-based probabilistic
assessment of liquefaction potential. Proceedings of the 7th US - Japan Workshop on Earthquake
Resistant Design of Lifeline Facilities and Countermeasures against Soil Liquefaction (ed. by T.D.
O'Rourke, J.P. Bardet, and M. Hamada), Seattle, August 1999, State University of New York at
Buffalo, Buffalo, New York, 69-86.
Vanmarcke, E.H. 1983. Random Fields—Analysis and Synthesis , MIT-Press, Cambridge, Massachusetts.
Youd, T.L., Idriss, I.M., Andrus, R.D., Arango, I., Castro, G., Christian, J.T., Dobry, R., Liam Finn, W.D.,
Harder, L.F., Jr., Hynes, M.E. et al. 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 Geotechnical and Geoenvironmental Engineering , 127(10), 817-833.
Zhang, G., Robertson, P.K., and Brachman, R.W.I. 2002. Estimating Liquefaction-induced ground set-
tlements from CPT for level ground. Canadian Geotechnical Journal , 39(5), 1168-1180.
Zhang, J., Tang, W.H., and Zhang, L.M. 2010. Efficient probabilistic back-analysis of slope stability
model parameters. Journal of Geotechnical and Geoenvironmental Engineering , 136(1), 99-109.
Zhang, J., Tang, W.H., Zhang, L.M., and Zheng, Y.R. 2007. Calibrating and comparing reliability
analysis procedures for slope stability problems. Proc. 1st Int. Symp. Geotech. Safety and Risk ,
Tongji University, Shanghai, China, 205-216.
Zhang, J., Zhang, L.M., Huang, H.W. 2013. Evaluation of generalized linear models for soil liquefac-
tion probability prediction. Environmental Earth Sciences , 68, 1925-1933.
Search WWH ::




Custom Search