Abstract: A dilatometer test is a useful method for in-situ geotechnical surveys. It can be compared with the results obtained using a mathematical model. The mathematical model of concentric rings shown in this article is governed by the constitutive equation of the “Hardening Soil Model”. A large number of tests made on the Dueñas Geological Facies, with a consistency ranging from firm clays to soft rocks, are compared to the model results. In this way, the “Hardening Soil Model” parameters are adjusted to the Dueñas Facies materials.Keywords: Dueñas, geotechnical parameters, hardening soil model, soft rocks and clays deformationPublished in DKUM: 14.06.2018; Views: 1304; Downloads: 100 Full text (409,71 KB)This document has many files! More...