This paper investigates the influence of fine particle content on the mechanical behavior of river gravel materials. The triaxial shear tests were conducted on the gravel materials with different fine
These data were sourced by the literature (Wu X.Z., Liu H. Development of environmental contours from site-specific regression parameters of load−settlement curves for piles: the global database. Inte
Soil samples were collected for geotechnical analysis from six different locations within the area of study. The interpretation of the geophysical survey results informs the choice of the sampling poi
