Permeability and Microstructure of a Saline Intact Loess after Dry-Wet Cycles

Influenced by both dry‐wet cycles and salt weathering, the loess will exhibit significant changes in microstructure and permeability, which threatens the stability of loess slopes. Triaxial permeability tests and industrial computed tomography (CT) scans were carried out on saline intact loess with sodium sulfate. The relationship between permeability and pore structure of the loess after dry‐wet cycles was discussed. Results show that the permeability coefficient of loess increases after dry‐wet cycles, with the increment declining. After specified dry‐wet cycles, the permeability coefficient increases approximately linearly with sodium sulfate content. However, the permeability coefficient significantly declines at higher confining pressures, while its attenuation rate decreases. An empirical relationship based on log 10 (1 + e ) − log 10 ( k ) was proposed to estimate the permeability coefficient of saline intact loess considering dry‐wet cycles and salt content. Comparisons of measured and calculated results proved its rationality. CT scan images imply the damage to soil microstructure induced by dry‐wet cycles and salt weathering, corresponding to the decline of the mean CT value (ME) and the increase of both crack ratio and fractal dimension of crack network.