王东玮, 王常明, 匡少华. 2016: 层状岩质岸坡上桥桩位选择与优化. 工程地质学报, 24(s1): 861-867. DOI: 10.13544/j.cnki.jeg.2016.s1.124
    引用本文: 王东玮, 王常明, 匡少华. 2016: 层状岩质岸坡上桥桩位选择与优化. 工程地质学报, 24(s1): 861-867. DOI: 10.13544/j.cnki.jeg.2016.s1.124
    WANG Dongwei, WANG Changming, KUANG Shaohua. 2016: SELECTION AND OPTIMIZATION OF THE SITE OF BRIDGE PILED FOUNDATION ON THE LAYERED ROCK SLOPE. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 861-867. DOI: 10.13544/j.cnki.jeg.2016.s1.124
    Citation: WANG Dongwei, WANG Changming, KUANG Shaohua. 2016: SELECTION AND OPTIMIZATION OF THE SITE OF BRIDGE PILED FOUNDATION ON THE LAYERED ROCK SLOPE. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 861-867. DOI: 10.13544/j.cnki.jeg.2016.s1.124

    层状岩质岸坡上桥桩位选择与优化

    SELECTION AND OPTIMIZATION OF THE SITE OF BRIDGE PILED FOUNDATION ON THE LAYERED ROCK SLOPE

    • 摘要: 河谷岸坡上如何选择一个合理的桥桩位,对节省工程建设费用具有重要意义。文中结合一特大公路桥梁的桥桩位置的选择问题,充分分析桥址的工程地质条件,采取极限平衡法、有限元法等岸坡稳定性分析方法,按3种工况,对不同桥桩位设计方案的岸坡的稳定性进行了计算分析。根据不同桥桩位的岸坡稳定性分析结果,确定了大桥桩位的优化设计方案。

       

      Abstract: How to choose a reasonable bridge pile in slope Valley, has important significance for saving the construction cost. In this paper combined with a large highway bridge pile position selection problem, under full analysis of the engineering geological conditions of the bridge site and take the limit equilibrium method, finite element method slope stability analysis method, according to the three conditions, the stability of different design schemes of bridge pile slope are calculated and analyzed. According to the slope stability of different bridge pile analysis results, determine the optimal design of the bridge pile.

       

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