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基于变形协调原则的打桩控制贯入度计算
Penetration Calculation of Piles Based on the Principle of Deformation Coordination
【摘要】 基于Hiley打桩公式,考虑地基土对桩的压缩影响,按变形协调原则,提出了控制贯入度计算公式,经与试沉桩资料对比分析,具有较好的吻合性。本计算公式对合理确定打桩控制贯入度具有一定的参考价值。
【Abstract】 Based on Hiley piling formula,and considering the compressing impacts of foundation soil on piles,this paper establishes a formula for penetration of piles according to the principle of deformation coordination.Comparing with the data of test piles,the calculating results show better consistency.Thus,the calculation formula presented may serve as a reference for determining reasonably penetration of piles.
【关键词】 Hiley;
变形协调;
贯入度;
控制;
计算;
【Key words】 Hiley; deformation coordination; penetration; control; calculation;
【Key words】 Hiley; deformation coordination; penetration; control; calculation;
- 【文献出处】 水运工程 ,Port & Waterway Engineering , 编辑部邮箱 ,2006年S1期
- 【分类号】U655.55
- 【下载频次】107