邢力, 徐继尚, 孙平阔. 莱州湾西岸大型人工岛进海路工程的地质环境[J]. 海洋地质前沿, 2013, 29(12): 45-50.
    引用本文: 邢力, 徐继尚, 孙平阔. 莱州湾西岸大型人工岛进海路工程的地质环境[J]. 海洋地质前沿, 2013, 29(12): 45-50.
    XING Li, XU Jishang, SUN Pingkuo. ENGINEERING GEOLOGICAL ENVIRONMENT FOR THE ACCESS TO THE ARTIFICIAL ISLAND IN THE WEST COAST OF LAIZHOU BAY[J]. Marine Geology Frontiers, 2013, 29(12): 45-50.
    Citation: XING Li, XU Jishang, SUN Pingkuo. ENGINEERING GEOLOGICAL ENVIRONMENT FOR THE ACCESS TO THE ARTIFICIAL ISLAND IN THE WEST COAST OF LAIZHOU BAY[J]. Marine Geology Frontiers, 2013, 29(12): 45-50.

    莱州湾西岸大型人工岛进海路工程的地质环境

    ENGINEERING GEOLOGICAL ENVIRONMENT FOR THE ACCESS TO THE ARTIFICIAL ISLAND IN THE WEST COAST OF LAIZHOU BAY

    • 摘要: 通过对莱州湾青东5区块1#人工岛进海路路由区的以往调查资料的收集和对该区进行工程地质勘察,分析了该区的主要工程地质条件,进一步讨论得出影响该区工程稳定的主要工程地质问题为:地层垂向上软硬互层分布的地质结构;在基本烈度为8度和9度的地震作用下,路由区所有的粉土层均有发生液化的可能;研究区的地形起伏过大,影响工程的稳定性。根据讨论所得工程地质问题,对该区的工程建设安全提出合理建议。

       

      Abstract: The research area is located in the 5th block of Qingdong area around the sea access to the 1# artificial island in the west coast of the Laizhou Bay. After the study of engineering geological conditions of the area based on precious survey and engineering geological data, there are some key engineering geological problems which must be carefully taken into account. First, the vertical sequence of interbeded clay and silt bears the risk of sand and silt liquefaction if an earthquake of intensity of 8 or 9 shocks this region. Second, the large topographic differences will be too risky to ground stability. Recommendations and suggestions are made for consideration of the designers.

       

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