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2011年12期
| 标题 |
| 潮汕车站桩—网复合地基管桩承载性状数值分析(51卷) |
| 英文标题 |
| Numerical analysis of load-bearing behaviour of pipe pile included in pile-net composite foundation used in Chaoshan station |
| 摘要 |
| 基于潮汕车站站场超大面积深厚软土地基处理情况，建立了不同桩间距、桩帽及填土高度情况下的桩—网复合地基数值模型，对管桩的承载性状进行了研究。结果表明：桩身轴力及摩阻力受填土高度的影响较大，且在桩端处最为明显；相同填土高度下，桩身轴力与摩阻力随桩间距的增加而变大；在一定深度范围内，桩帽的设置会对桩身轴力及摩阻力产生影响。 |
| 作者 |
| 新闻作者:于进江，程谦恭，李成辉，吴九江，文华 |
| 关键字 |
