cff-version: 1.2.0 abstract: "
Experimental data from a uniaxial consolidation test performed on a reconstituted Boom clay sample, with an initial water content of 65%. The sample sample was prepared using synthetic pore solution, and it was loaded in steps until reaching ~5000 kPa, including two unloading-reloading loops. This test was performed as part of the GASCLAY project.