自升式平台桩靴基础的全工作周期稳定性分析
批准号:
U1806230
项目类别:
联合基金项目
资助金额:
280.0 万元
负责人:
王栋
依托单位:
学科分类:
海岸工程与海洋工程
结题年份:
2022
批准年份:
2018
项目状态:
已结题
项目参与者:
冯秀丽、郑敬宾、胡畔、张民生、张艳、申志聪、姜君、王兆祥、程健
中文摘要
近海石油、天然气和风电对保障我国能源供给和能源结构升级起着举足轻重的作用。渤海是我国近海能源最丰富的地区之一,也是山东省新旧动能转换中能源基础建设的关键区域。自升式平台被广泛用于近海能源的开发,如钻井、修井、风机打桩与叶片吊装,但自升式平台在预压、作业和拔桩过程中频繁遭遇各种事故,其中大多与桩靴基础相关。本项目针对粉土的特殊性质、渤海复杂的地层和冲刷条件,发展离心机模型试验、大变形有限元方法和理论分析等技术手段,深入研究实际应用中最常遇到的桩靴预压穿刺、承载力不足与拔桩困难。突破以往孤立考虑桩靴特定阶段行为的研究范式,再现“预压-作业-上拔”全工作周期的桩靴大幅值位移及粉土中的部分排水条件,构建简化但合理的多层土破坏模型,提出能够用于工程设计的桩靴穿刺、复合承载力包络面和抗拔力预测方法,实现考虑前期效应的桩靴实时行为预测。研究成果将为渤海中自升式平台的安全、高效运营提供科学依据和技术支撑。
英文摘要
Offshore energy resources, including oil, gas and wind power, play a vital role in China’s energy supply and optimization of primary energy structure. Bohai Sea is one of the richest areas in offshore energy resources in China. It is also the key area for energy infrastructure construction as part of the “new and old kinetic energy conversion of Shandong Province”. Jack-up rigs are widely used in the offshore energy projects for activities such as drilling, well maintenance and installation of piles and blades for offshore wind turbines. However, accidents related to spudcan foundations are prevalent during the processes of preloading, operation and extraction. In this proposed project, thorough research will be carried out with particular interest in the unique properties of silt sediment and the complex soil and scouring conditions in Bohai Sea. Centrifuge modeling, large deformation finite element modeling and analytical modeling techniques will be developed to study the commonly encountered geotechnical hazards of spudcan, including punch-through, insufficient bearing capacity under combined loading, and difficulties in spudcan extraction. Unlike previous studies which only considered a certain stage of the spudcan installation-operation-removal process, the entire process will be modeled in this project with the large amplitude of spudcan movement and partly drainage condition of silt considered. The key aim is to establish a simplified but effective analytical model, based on which a design framework will be developed for assessing spudcan resistances or bearing capacities in stratified soils during punch-through, combined loading and extraction. The proposed framework will be able to predict real-time spudcan behaviors incorporating the effect of preceding scenarios. The outcomes of the proposed research will provide scientific basis and technical support for the safe and efficient deployment of jack-up rigs in Bohai Sea.
近海石油、天然气和风电对保障我国能源供给和能源结构升级起着举足轻重的作用。渤海是我国近海能源最丰富的地区之一,也是山东省新旧动能转换中能源基础建设的关键区域。自升式平台被广泛用于近海能源开发,如钻井、修井、风机打桩与叶片吊装,但自升式平台在预压、作业和拔桩过程中频繁遭遇各种事故,其中大多与桩靴基础相关。本项目针对粉质土特殊性质和近海复杂地层条件,发展离心机模型试验、大变形有限元方法和理论分析等技术手段,探索桩靴在复杂地层中的穿刺破坏、包含安装效应的承载力与拔桩阻力。突破以往孤立考虑桩靴特定阶段行为的研究范式,揭示了桩靴“贯入-作业-上拔”各阶段土体流动模式的连续演变,提出了能够用于工程设计的桩靴贯入阻力、复合承载力包络面和抗拔力简化分析模型,实现了考虑前序阶段影响的桩靴实时行为预测。解决了部分排水条件下粉土与结构物相互作用、桩靴基础全生命周期设计理论、多层土中基础稳定性等关键科学问题。研究成果不仅为自升式平台的安全高效运营提供了科学依据和技术支撑,而且被中石化等单位用于渤海和东海100余个点位的插拔桩分析。共发表论文20篇,其中18篇发表在《Geotechnique》《Journal of Geotechnical and Geoenvironmental Engineering》《Ocean Engineering》等权威SCI期刊。部分成果用于支撑中国海洋工程科学技术二等奖、茅以升土力学及岩土工程青年奖。项目共培养博士生6名、硕士生11名,负责人获批国家杰出青年科学基金。
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批准号:--
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项目类别:国家杰出青年科学基金
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资助金额:400万元
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批准年份:2020
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负责人:王栋
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依托单位:
深海粘性土中滑动防沉板复合承载力的确定方法
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批准号:41772294
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项目类别:面上项目
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资助金额:67.0万元
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批准年份:2017
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负责人:王栋
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国内基金
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