章吉青, 詹松. 2006: 桥址断裂带工程效应及工程对策. 工程地质学报, 14(S1): 417-420.
    引用本文: 章吉青, 詹松. 2006: 桥址断裂带工程效应及工程对策. 工程地质学报, 14(S1): 417-420.
    ZHANG Jiqing, ZHAN Song. 2006: FAULT ENGINEERING EFFECT AND CURE MEASURE FOR FAULT OF BRIDGE. JOURNAL OF ENGINEERING GEOLOGY, 14(S1): 417-420.
    Citation: ZHANG Jiqing, ZHAN Song. 2006: FAULT ENGINEERING EFFECT AND CURE MEASURE FOR FAULT OF BRIDGE. JOURNAL OF ENGINEERING GEOLOGY, 14(S1): 417-420.

    桥址断裂带工程效应及工程对策

    FAULT ENGINEERING EFFECT AND CURE MEASURE FOR FAULT OF BRIDGE

    • 摘要: 活动断裂是桥梁工程的安全建设与运营的重要地质灾害, 是交通建设中必须面对且又亟待解决的关键地质问题之一。在具体工程中,断裂构造特性决定了断裂构造工程效应,两者共同决定了对断裂构造的工程处理措施。通过对桥梁断裂构造工程勘察、工程效应和工程处理全过程的综合研究,理论解析了断裂构造工程效应研究的前沿课题,并给合工程实践,提出了基于理论模型的断裂构造工程处理研究方案。

       

      Abstract: Active fault are the main geological hazard to build and run the engineering of bridge, and it is a key geological problem to be faced in communication construction. For concrete engineering, the character of fault decides its engineering effect; they decide the engineering handling together. Through the formulation study in whole of fault engineering investigation、engineering effect and engineering handling,Studying the leading edge problem in the study of fault engineering effect.According to engineering practice,it gives the method based on theoretical model for fault engineering effect.

       

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