期刊文献+

水泥土挤密桩复合地基静载荷试验的数值模拟分析 被引量:2

Numerical Simulation Analysis of Static Load Test of Cementsoil Compaction Piles for Composite Foundation
下载PDF
导出
摘要 水泥土挤密桩在客运专线的地基处理中得到了广泛应用,但其设计施工多以经验为主,许多问题还有待于深入的研究。水泥土挤密桩单桩复合地基静载荷试验复杂,耗资大,而郑西客运专线利用有限元数值模拟的方法对其进行较深入的分析,得出了一些与现场试验相符的结论,说明利用数值模拟的方法能够很好地模拟水泥土挤密桩单桩复合地基静载荷试验。 The cement-soil compacted pile in ground treatment has been widely used at the railway line for passenger traffic, but the design and construction mainly depend on experience, many issues need to be studied in depth. Because the single pile static load test of cement-soil compacted pile is so complex and expensive, the method of finite element numerical simulation is used to analyze the Zhenzhou-Xi'an railway line for passenger traffic in depth. The results consist with field tests which indicate that the numerical simulation method can simulate the single pile static load test of cement-soil compacted piles for composite foundation perfectly.
出处 《交通标准化》 2009年第9期86-89,共4页 Communications Standardization
关键词 复合地基 载荷试验 数值模拟 composite foundation load test numerical simulation
  • 相关文献

参考文献3

二级参考文献8

共引文献48

同被引文献12

二级引证文献3

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部