The Effects of Capillary Action on the Consolidation and Shear Strength of Silt in a Hydraulic Fill Dam
The Effects of Capillary Action on the Consolidation and Shear Strength of Silt in a Hydraulic Fill Dam
G. W. Donaldson
6th International Conference on Soil Mechanics and Foundation Engineering (Montréal)
Earth and Rock Dams, Slopes, and Open Excavations
Shear Strength of Underground Materials, Dam Engineering
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