-
摘要: 利用多个工程地基土的标贯试验测试成果,估算单桩竖向极限承载力并与静载试验结果进行比较,提出了适合福州地区打入式(静压式)预制桩单桩极限承载力估算的经验公式。Abstract: Based on analyzing several engineering test results on foundation soil by SPT, the ultimate bearing capacity of single pile is estimated. It is also compared to the results of vertical static loading tests. Then empirical formulas for estimating the ultimate bearing capacity of prefabricated single pile in Fuzhou district is put forward.
-
计量
- 文章访问数: 56
- HTML全文浏览量: 10
- PDF下载量: 11
- 被引次数: 0
下载:
