Numerical simulation of triaxial compression test for brittle rock sample using a modified constitutive law considering degradation and dilation behavior
Crossref DOI link: https://doi.org/10.1007/s11771-015-2846-6
Published Online: 2015-08-06
Published Print: 2015-08
Update policy: https://doi.org/10.1007/springer_crossmark_policy
Tan, Xin
Konietzky, H.
Frühwirt, T.
Text and Data Mining valid from 2015-08-01