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.
关键词
强夯/地基承载力/静力触探/标准贯入/浅层平板载荷试验
Key words
dynamic compaction/bearing capacity of foundation/static cone penetration/standard penetration/shallow panel load test
维普
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