Stiffness Strain compatibility

The procedure initially developed by Lee (1974) and later refined by Chaney (1979,1980) and Makdisi et al. (1978) involved the concept that permanent seismic deformations of a slope may be computed by evaluating dynamic-induced softened pseudo slope stiffness values for soil elements with the resultant settling of the slope to a new condition being compatible with pseudo or apparent stress-strain properties of the soils comprising the slope. Figure 11.17 shows an example of the use of the permanent deformation method for evaluating the deformation of the continental slope off Flaifa, Israel, under earthquake loading from a transform fault on the Jordan rift valley. 

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