Effects of Strain Rate in Consolidated-Undrained Triaxial Compression Tests of Cohesive Soils. Report 1. Vicksburg Silty Clay (CL)

The results of consolidated-undrained (termed R test in Corps of Engineers nomenclature) triaxial compression tests with pore pressure measurements performed on Vicksburg silty clay (CL) are presented and analyzed in this report. All triaxial specimens were compacted with a Harvard miniature compact...

Ausführliche Beschreibung

Bibliographische Detailangaben

Hauptverfasser:	Esquivel-Diaz, Raul F, Compton, Joseph R
Format:	Report
Sprache:	eng
Schlagworte:	CLAY Cohesive soils DEFORMATION PORE PRESSURE SHEAR STRENGTH Soil Mechanics SOIL TESTS SOILS TRIAXIAL STRESSES Triaxial tests
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