埕岛海域移动式钻井平台桩基适宜性分析

    SUITABILITY OF PILE FOUNDATION FOR MOBILE DRILLING PLATFORM IN CHENGDAO SEA AREA

    • 摘要: 利用埕岛海域109个井位的地质勘察资料,对其海底地貌类型和海底表层沉积物类型进行了统计,结果表明,大多数井位海底微地貌类型为平滑海底地貌,冲刷地貌、残留台地地貌和斑状地貌只是在局部海域出现;研究区海底表层沉积物主要有粉土、粉质黏土、淤泥质粉质黏土和淤泥4种。依据不同海域的水深地形、海底地貌、地层分布特点和工程地质性质,将研究区划分为Ⅰ区、Ⅱ区、Ⅲ区和Ⅳ区。选取具桩靴和无桩靴平台,使用API公式分析了在各海域的适宜性。具大桩靴平台在Ⅰ区、Ⅱ区和Ⅳ区具有较好的适宜性,在Ⅲ区铁板砂较厚的区域就位时,应满足刺穿分析,同时避免在陡坡带或垅岗边缘地带就位。深插桩平台适合在各区就位,宜选择20~30 m深度内的冲积相地层作为桩端持力层。

       

      Abstract: The site survey data collected from the 109 wells in the Chengdao sea area indicate that the seabed of the study area is rather smooth. Erosional and mottle landscapes, and residual platforms occur only in local waters. Surface sediments of the study area are composed of silt, silty clay, soft silty clay and mud. The study area, based on water depth, geomorphology, spatial distribution and engineering geological properties of the bottom sediments of the 109 well sites, could be divided into four zones. Engineering suitability for pile boots and deep pile platform was evaluated for the zones. Results show that the first, second and fourth zones are suitable for big pile boots and platforms. As to the third one, further work, such as penetration testing, is required before the drilling platform to be constructed. And the area near slopes and ridges should be avoided. All the four zones are suitable for deep pile platforms if the foundation is deeper than 20~30 meters.

       

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