Active Standard: D5311 - 11
mistake was noted in section 9.5.5 of ASTM D5311. The value of 2% for the single-amplitude strain should be 20%.
Keywordsconsolidated-undrained tests; cohesionless soils; laboratory tests; liquefaction; triaxial tests; Axial strain; Cohesionless soil; Consolidated-undrained tests; Cyclic strength tests; Liquefaction; Load controlled cyclic triaxial technique; Loading tests--soil/related materials; Pore-water; Triaxial pressure;
Ballot Item Approved as D5311-2013 and Pending Publication