Modulo resiliente di un’argilla a scaglie trattata con calce come parametro meccanico per l’impiego in strati di sottofondazione stradale

Research output: Contribution to conferenceOtherpeer-review


[automatically translated] The note presents the results of an experimental program aimed at evaluating the possibility of using clays with lime treated flakes as background material for works of Civil Engineering. These results show that the characteristics of such material improve rapidly in time and that it becomes, after 28 days from the treatment, very stable in respect of the dynamic stresses induced by traffic, simulated in the laboratory through the execution of targeted cyclic triaxial compression tests to the extent of the resilient modulus.
Original languageItalian
Number of pages4
Publication statusPublished - 2016

Cite this