This data provides the results of the triaxial tests, including consolidated drained shear tests and consolidated undrained shear tests, conducted on saturated biochar-amended loess specimens. The bio
In Northwest China, the highway infrastructure often faces challenges due to the widespread presence of subgrade soil. This soil undergoes significant changes in performance under cyclic loading and f
TEST 2B improves the design of TEST 1A. LPs are directly placed on the metal sheet to avoid interferences with the lead weights, less total weight is applied on the peat, the weights are glues to the
