无锡阳山落石冲击力计算及灾害治理设计研究

    Calculation of hit force of falling rock on Yangshan Mountain of Wuxi City and disaster treatment design

    • 摘要: 以无锡市阳山北侧废弃采石宕口崩塌地质灾害治理工程为例,对常见落石冲击力计算方法,即路基手册法、隧道手册法和杨其新法,进行比选,并结合计算结果进行防护工程设计。通过对3种方法的比较分析,发现路基手册法中参数容易确定,计算结果相对可靠;隧道手册法中缓冲土层设计厚度不可直接用于计算,当缓冲土层厚度大于0.3 m时,计算所得冲击历时过长,与实际情况不符;杨其新法计算结果与路基手册法接近,结算结果稍微偏小。考虑到工程的安全性和可靠性,推荐路基规范法进行冲击力计算,采用缓冲土层加拦石墙的组合形式进行崩塌落石地质灾害治理。

       

      Abstract: The hit force of the falling rock in an abandoned quarry pit on the north side of Yangshan Mountain of Wuxi City was calculated for geological disaster treatment by three commonly-used calculation methods, namely, subgrade technical manual method, tunnel technical manual method and Yang Qixin method. The comparative analysis show that it's easy to determine the parameters by subgrade technical manual method and its result is relatively reliable, the design thickness of the buffer layer by tunnel technical manual method cannot be directly applied in calculation, when the buffer layer is thicker than 0.3m, the shock time calculated by the method is too long, which does not match with the actual situation, the result by Yang Qixin method is a little lower than actual situation and corresponds with that of subgrade technical manual method. To ensure the safety and reliability of disaster treatment engineering, it is suggested that subgrade technical manual method should be adopted to calculate the hit force of falling rock and that buffer layer combined with falling rock barrier be used to treat the rockfalling disaster.

       

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