杨晖, 孙飞, 程会君. 2006: 广从断裂构造带上特大桥基础设计方案分析. 工程地质学报, 14(S1): 409-412.
    引用本文: 杨晖, 孙飞, 程会君. 2006: 广从断裂构造带上特大桥基础设计方案分析. 工程地质学报, 14(S1): 409-412.
    YANG Hui, SUN Fei, CHENG Huijun. 2006: A DESIGN ANALYSIS OF THE SUPER BRIDGE ON THE GUANGZHOU-CONGHUA FAULT STRUCTURE. JOURNAL OF ENGINEERING GEOLOGY, 14(S1): 409-412.
    Citation: YANG Hui, SUN Fei, CHENG Huijun. 2006: A DESIGN ANALYSIS OF THE SUPER BRIDGE ON THE GUANGZHOU-CONGHUA FAULT STRUCTURE. JOURNAL OF ENGINEERING GEOLOGY, 14(S1): 409-412.

    广从断裂构造带上特大桥基础设计方案分析

    A DESIGN ANALYSIS OF THE SUPER BRIDGE ON THE GUANGZHOU-CONGHUA FAULT STRUCTURE

    • 摘要: 广州街东高速公路流溪河特大桥穿过广州—从化断裂(以下简称广从断裂)。在鉴定断裂的运动学和动力学特征及其活动性特征的基础上,提出了断裂带上桥梁设计的一般原则,并对流溪河特大桥梁基础方案设计进行了分析研究,提出了基础设计方案。

       

      Abstract: The Liuxi river Bridge of Jiedong Expressway in Guangzhou goes from Guangzhou-Conghua Fault Zone. Based on kinematics, kinetics and the dynamic characteristics for fault appraise, the common discipline of the bridge design on the fault structure has been put forward. Meanwhile a bridge foundation design on the fault structure has been worked out based on the analysis of the foundation design of the Liuxihe Bridge.

       

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