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Cone penetration tests in dry and saturated Ticino sand
2021
Bulletin of Engineering Geology and the Environment
AbstractIt is commonly assumed that dry and saturated sands exhibit similar cone resistance–relative density relationships. Some studies pointed out that partial saturation and calcareous sands with considerable fines content are potential factors affecting these relationships. However, there is experimental evidence in Shaqour Bull Eng Geol Environ 66:59-70, (2006) that clean uncemented quartz sand may exhibit lower cone resistance in saturated conditions. The present study aims on
doi:10.1007/s10064-021-02156-y
fatcat:g66qdwelzrgfffsqx4b4es52tm