梁丹, 陈洪凯. 2016: 沿河公路路基冲失水毁机制. 工程地质学报, 24(s1): 32-37. DOI: 10.13544/j.cnki.jeg.2016.s1.005
    引用本文: 梁丹, 陈洪凯. 2016: 沿河公路路基冲失水毁机制. 工程地质学报, 24(s1): 32-37. DOI: 10.13544/j.cnki.jeg.2016.s1.005
    LIANG Dan, CHEN Hongkai. 2016: WASHOUT MECHANISM OF SUBGRADE FOR HIGHWAY ALONG RIVERS. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 32-37. DOI: 10.13544/j.cnki.jeg.2016.s1.005
    Citation: LIANG Dan, CHEN Hongkai. 2016: WASHOUT MECHANISM OF SUBGRADE FOR HIGHWAY ALONG RIVERS. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 32-37. DOI: 10.13544/j.cnki.jeg.2016.s1.005

    沿河公路路基冲失水毁机制

    WASHOUT MECHANISM OF SUBGRADE FOR HIGHWAY ALONG RIVERS

    • 摘要: 沿河公路路基冲失水毁机制,实质是路基岩土体抗冲刷能力与路基近壁水流冲击力相互作用的过程。从水力学角度出发分析得到水流的启动切应力是沿河路基冲失水毁的动力来源,再从力的平衡原理出发,分析冲失临空面上部土体在自重作用下的破坏机制。根据实际工程算例对方法进行验证,计算结果表明,预测结果比较符合实情。研究成果对沿河公路路基冲失水毁预测防治具有积极意义。

       

      Abstract: the essence of the washout mechanism of subgrade for highway along the river, is a process of interaction impact that bedrock scour resistance of soil and subgrade near wall. From the perspective of hydraulic analysis get the flow shear stress is the power source along the river embankment washout, again from the force balance principle, analysis of washout airport on the surface of the soil under the weight of the failure mechanism. According to the practical engineering calculation example to verify this method, the results show that the predicted results compared with the truth. Research on highway roadbed along the river washout prevention and control of waterlogging prediction has positive significance.

       

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