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基于CPTU的地质参数分析及其在海上风电场的应用

Analysis of Geological Parameters Based on CPTU and Its Application in Offshore Wind Farm

  • 摘要:
      目的  海上工程勘察中钻孔取样的扰动较大,易造成室内土工试验的可靠性不足。孔压静力触探(CPTU)在海上原位测试中具有独特的优势,在国际国内获得了广泛应用。
      方法  为此,分析了国内外基于CPTU测试结果的地层划分和土体参数的分析方法,并对土体参数分析公式的适用性进行了评价。在此基础上,将国际上普遍采用的分析方法应用于我国海上风电场工程。
      结果  结果表明:国外的经验参数可能高估土体的某些参数,需结合我国海域地层的区域性特征进行进一步研究。
      结论  针对江苏、浙江和福建海域等区域性土,通过模型试验和多种手段原位测试的对比,对经验公式进行验证或改进,并对经验参数进行标定是可行的,可为我国海上风电场工程应用提供指导。

     

    Abstract:
      Introduction  In the geotechnical investigation of offshore projects, the drilling disturbance of the soil sample may be very large, which may lead to the unreliability of laboratory tests. As one of the most important method of in-situ tests offshore, piezocone penetration (CPTU) test has been more and more used in China and abroad.
      Method  Therefore, the strata classification and soil parameters analysis methods based on CPTU are summarized and analyzed.On this basis, the analysis methods are applied to offshore wind farm in China, and the applicability of current soil parameters interpretation methods are further evaluated.
      Result  The results show that the experience parameters which adopted in abroad may overestimate the soil parameters. It is recommended to calibrate the experience parameters of interpretation formulae in combination with the characteristic of offshore strata in China.
      Conclusion  Based on the experiment test and in-situ test data of regional soil in seabed of Jiangsu, Zhejiang and Fujian, we demonstrate that it is workable to improve and calibrate the parameter of empirical formula. This work can provide some guidances for further study on offshore wind farm design.

     

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