True triaxial testing system for clay with Proportional-Integral-Differential (PID) control

Geotechnical Testing Journal

Volumn 27, Issue 2, 2004, Pages 134-144

  Mandeville, Douglas ^a   Penumadu, Dayakar ^a  

^a UNIVERSITY OF TENNESSEE   (United States)

Author keywords

Clay; PID control; Pore pressure; Stress strain behavior; True triaxial testing; Uniformity

Indexed keywords

BOUNDARY CONDITIONS; CLAY; CLOSED LOOP CONTROL SYSTEMS; COMPRESSIVE STRESS; PORE PRESSURE; PRESSURE MEASUREMENT; SHEAR STRENGTH; SHEAR STRESS; SOIL TESTING; STRAIN CONTROL; STRESS ANALYSIS; THREE TERM CONTROL SYSTEMS;

COHESIVE SOIL; CONSOLIDATION TRIAXIAL COMPRESSION; TRIAXIAL TESTING SYSTEM;

GEOTECHNICAL ENGINEERING;

EID: 1642412966     PISSN: 01496115     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (12)

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