Estimating liquefaction potential of sands using the piezovane
Date
1989
Journal Title
Journal ISSN
Volume Title
Abstract
Laboratory test results are presented indicating feasibility of estimating liquefaction potential of saturated cohesionless soil using the piezovane, a shear vane incorporating pore pressure measurement. Utilizing a calibration chamber, piezovane shear tests are conducted on medium-fine subrounded quartz sand. Partially drained tests show small negative pore pressure peaks in dense samples and small positive peaks in relatively loose samples, indicating a reasonable trend of volumetric strain tendencies during shear. The piezovane induces positive pore pressure at denser initial states than steady states (zero contraction) determined by CU triaxial tests, but peak shear strength trends and direct shear test results indicate that observed pore pressure response adequately reflects actual contractive
and dilative tendencies during piezovane shear.
Description
Covers not scanned.
Rights Access
Subject
Soil liquefaction
Soil mechanics
Sand