Abstract
The authors have presented a very interesting paper, dealing reduce the strength obtained from field vane tests, and the with one of the most uncertain factors in the analysis of methods usually followed to justify the amount of reduction. embankments on soft ground: the mobilized strength of the dry This problem has also been studied by the writers (Sagaseta crust. The authors list the main reasons commonly argued to and Arroyo 1982). The existing methods for evaluating the
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