An advanced multilaminate model for clay
Author:
Publisher
Taylor & Francis
Link
http://www.crcnetbase.com/doi/pdf/10.1201/9781439833797-c10
Reference2 articles.
1. Banerjee, P.K. & Yousif, N.B. 1986. A plasticity model Géotechnique 28, No. 4: 413-433. for mechanical behaviour of anisotropically consolidated Wheeler, S.J. 1997. A rotational hardening elasto-plastic clay. Int. J. Num. Anal. Meth. Geomech., 10: 521-541. model for clays. Proc. 14th Int. Conf. on Soil Mechanics and Foundation Engineering (ICSMFE), Hamburg, Zentar, R.; Karstunen, M.; Wiltafsky, C.; Schweiger, H.F.Vol.1. Rotterdam, A.A. Balkema: 431-434. Koskinen, M. 2002. Comparison of two approaches
2. Whittle, A.J. & Kavvadas, M.J. 1994. Formulation for modelling anisotropy of soft clays. Proc. 8th Int.
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