An Experimental Study on Excess Pore-Water Pressure Generation of a Poorly Graded Sand Using Combined RCTS Device
The combined dynamic torsional resonant column and cyclic torsional shear (RCTS) device is employed to study the generation of excess pore-water pressure, especially the threshold shear strain of excess pore-water pressure, γPPt , in an uncemented poorly graded granular soil.
Reconstituted specimens of uncemented sand were constructed under water and then tested in the RCTS device using a newly designed base pedestal ...
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