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Publikováno v:
Computers and Geotechnics. 134:104109
Failure mechanisms of single, isolated stone columns are known to include bulging, punching and general shear failure for long, short floating and short end-bearing columns, respectively. Block punching and lateral displacement of edge columns are ad
Publikováno v:
Soil Dynamics and Earthquake Engineering. 139:106271
A review of the current literature on soil behavior modeling reveals the great success of constitutive models proposed within the critical state soil mechanics framework. Imam et al. (2005) proposed a critical state constitutive model for predicting