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doi:10.1016/j.jcp.2005.12.002
www.itg.cam.ac.uk/people/grae/74.pdf12 Jun 2006: g. [23,24]). The major difficulties then consist in the formulation of accurate internalboundary conditions and in following the evolution of the interfaces through time. ... Values of these constants ka, b are presented in Fig. 4 as afunction of -
A new design method for retaining walls in clay ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/145_CanGeoJournal_2004_Vol41_No3_451_466.pdf18 Jan 2006: Figure 24 shows different representativeshapes of stress–strain curve for samples extracted from thesame in situ conditions with K0 = 1.0. ... 24. Different shapes of stress–strain curve (K0 = 1.0). Curve A n1 m1 B n2 m2 b2.
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