陈国华, 陈少华. 2008: 山区超高桥梁新型锚固桩基础提案及研究. 工程地质学报, 16(S1): 237-241.
    引用本文: 陈国华, 陈少华. 2008: 山区超高桥梁新型锚固桩基础提案及研究. 工程地质学报, 16(S1): 237-241.
    CHEN Guohua, CHEN Shaohua. 2008: THE OVERTURE AND THREE DIMENSIONS NUMERICAL SIMULATION OF THE PILE FOUNDATION OF THE MOUNTAIN SUPERHIGH BRIDGE. JOURNAL OF ENGINEERING GEOLOGY, 16(S1): 237-241.
    Citation: CHEN Guohua, CHEN Shaohua. 2008: THE OVERTURE AND THREE DIMENSIONS NUMERICAL SIMULATION OF THE PILE FOUNDATION OF THE MOUNTAIN SUPERHIGH BRIDGE. JOURNAL OF ENGINEERING GEOLOGY, 16(S1): 237-241.

    山区超高桥梁新型锚固桩基础提案及研究

    THE OVERTURE AND THREE DIMENSIONS NUMERICAL SIMULATION OF THE PILE FOUNDATION OF THE MOUNTAIN SUPERHIGH BRIDGE

    • 摘要: 桥梁桩基础变形是高墩桥梁桩基础设计中非常重要的一项。本文采用三维有限元方法对人工挖孔桩基础的一种新型加固提案进行了数值模拟分析和研究。其结果表明,本新型锚固桩基础受力合理,能够有效地控制桩基础变形,节约资金投入。

       

      Abstract: It is every important for the deformation control of the bridge pile foundation in the design of bridge with high piers. Based on three dimensions numerical simulation, the stabilizing project about digging cavern pile with the hands is analyzed. In terms of the stimulant result, comparing the both pile foundation show that anchor pile foundation can control effectively the deformation and save investment.

       

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