摘要
该文以强夯施工后地基承载力为研究对象,针对原位检测手段标准贯入和静力触探试验,在规范及区域承载力推荐值的基础上,建立标贯击数N与比贯入阻力p_s之间的经验关系。将现场实测数据纳入关系式对比,评估现场实测数据的可靠性。
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(P.)was established.The measured field data were included into the relational expression for comparison to assess the reliability of the field measurements.
出处
《重庆建筑》
2024年第3期57-58,62,共3页
Chongqing Architecture
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
dynamic compaction
bearing capacity of foundation
static cone penetration
standard penetration
shallow panel load test
