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    An Exploratory Experimental Evaluation of ε50 in c-ϕ soils 

    Ostovar, Maryam (2016)
    In this research, we explored the influence of several factors on the strain at 50% of maximum deviatoric principle stress, ε50, of c- ϕ (cohesive granular) soils. C- ϕ materials are described as Mixed Soils behaving like ...