Performance-Based Quality Assurance/Quality Control (QA/QC) Acceptance Procedures for In-Place Soil Testing Phase 3, Summary.

摘要

Mechanistic-empirical measures (soil stiffness/resilient modulus) can substitute for density specifications in compaction control and verification of M-E pavement design criteria. A variety of methods for determining resilient modulus were examined to determine whether they could provide equal or better precision when compared to the current NDG method.