杨辉, 刘红樱, 许乃政, 魏峰. 2016: 江苏省洋口港地区工程地质特征及分区评价. 工程地质学报, 24(s1): 72-78. DOI: 10.13544/j.cnki.jeg.2016.s1.011
    引用本文: 杨辉, 刘红樱, 许乃政, 魏峰. 2016: 江苏省洋口港地区工程地质特征及分区评价. 工程地质学报, 24(s1): 72-78. DOI: 10.13544/j.cnki.jeg.2016.s1.011
    YANG Hui, LIU Hongying, XU Naizheng, WEI Feng. 2016: THE CHARACTERISTIC OF ENGINEERING GEOLOGY AND EVALUATION OF ENGINEERING GEOLOGICAL DIVISION OF YOCO PORT IN JIANGSU PROVINCE, CHINA. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 72-78. DOI: 10.13544/j.cnki.jeg.2016.s1.011
    Citation: YANG Hui, LIU Hongying, XU Naizheng, WEI Feng. 2016: THE CHARACTERISTIC OF ENGINEERING GEOLOGY AND EVALUATION OF ENGINEERING GEOLOGICAL DIVISION OF YOCO PORT IN JIANGSU PROVINCE, CHINA. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 72-78. DOI: 10.13544/j.cnki.jeg.2016.s1.011

    江苏省洋口港地区工程地质特征及分区评价

    THE CHARACTERISTIC OF ENGINEERING GEOLOGY AND EVALUATION OF ENGINEERING GEOLOGICAL DIVISION OF YOCO PORT IN JIANGSU PROVINCE, CHINA

    • 摘要: 通过梳理施工及收集的147个工程地质钻孔,对比了洋口港地区50m以浅土体的形成时代、成因类型、岩性及其物理力学性质,厘定了工程地质层序,将土体划分为6个工程地质层、16个亚层。综合考虑地貌单元、成因类型、土体结构特征及存在的主要环境工程地质问题将研究区划分为海积平原工程地质区、三角洲平原工程地质区和滩涂围垦工程地质区,在工程地质分区的基础上,结合主要持力层和不良地质体进行了地下空间开发利用地质条件评价,为洋口港地区规划、建设与管理提供了基础地质依据。

       

      Abstract: This paper examines the 147 engineering geological drilling holes through the construction and collection, the Yoco port in the area were divided into 6 engineering layers and 16 sub-layers according to their types of formation, chronology, lithology and mechanics. The authors also made a comprehensive study on the spatial distribution of soil, engineering geology and geotechnical changes of the foundation soil(less than 50 deep),as w ell as the paleo-geog raphy of different areas of engineering geology. The study area was divided into the marine plain of engineering geological zone, delta plain engineering geological zone and beach reclamation engineering geological zones by comprehensive considering geomorphologic unit, genetic types, structural characteristics of soil and the presence of mainly environmental engineering geological problems. On the basis of engineering geological division, the development and utilization of underground space exploitation and utilization of geological conditions are valuated with the main force bearing layer and poor soil mass, which provides basic geological basis for the planning, construction and management of the port area.

       

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