Modelling of static liquefaction of partially saturated non-cohesive soils - Supplementary Materials

Supplementary Material - Repository S1: Experimental data

Article title: Modelling of static liquefaction of partially saturated non-cohesive soils
Journal name: Applied Sciences

Detailed data of undrained triaxial laboratory tests conducted on partially saturated samples of non-cohesive soils.  
This spreadsheet contains values of initial parameter of each sample (saturation level, density and porosity, stress state and back pressure) and values of stresses, strains and pore pressure measured during the experiments. File includes also information about physical properties of tested soils: medium Skarpa sand and copper mining post-floating tailings OZM50.