Study on Quality Control Parameters of Soft Soil Foundation Reinforced by Dewatering Dynamic Compaction
This study focused on the bearing capacity of the foundation after dynamic compaction. Based on standard penetration testing and static cone penetration testing, and in accordance with the specifications and recommended regional bearing capacity values, an empirical relationship between the standard penetration blow count (N value) and the cone resistance (Ps) was established. The measured field data were included into the relational expression for comparison to assess the reliability of the field measurements.
dynamic compactionbearing capacity of foundationstatic cone penetrationstandard penetrationshallow panel load test
万方数据
维普
