There are a lot of researches on qualitative aseismatic measures for buried gas pipeline crossing movable faults.But a few of them are quantitative,especially in the size and shape of the trench.The paper first establ...There are a lot of researches on qualitative aseismatic measures for buried gas pipeline crossing movable faults.But a few of them are quantitative,especially in the size and shape of the trench.The paper first established the finite element model of the strain of buried pipeline crossing a fault which effected by the size and shape of the trench.And it obtained new soil spring stiffness which considered different buried depth,bottom width of trench,trench slope and elastic modulus of soil.The mechanical analysis model of pipeline is established,and the limit state equation of pipeline is fitted.The reliability and sensitivity of the natural gas pipeline under fault action are analysed by a Monte Carlo method,and the error and accuracy are verified.When the pipeline is under tension,the sensitivity from large to small is buried depth,sand friction angle,pipe diameter,pipeline displacement,trench bottom width,trench depth,clay cohesion,trench slope and clay friction angle;when the pipeline is under pressure,the trench depth and clay cohesion have great influence.The findings of this study provide a reference for pipeline design and safety evaluation under fault action.展开更多
小应变硬化土(hardening soil with small strain stiffness,HSS)模型能反映土体在小应变范围内的非线性,广泛应用于土工变形分析。海上风电基础对变形控制要求高,需考虑土体的小应变特性。通过固结试验、三轴固结排水试验、三轴固结排...小应变硬化土(hardening soil with small strain stiffness,HSS)模型能反映土体在小应变范围内的非线性,广泛应用于土工变形分析。海上风电基础对变形控制要求高,需考虑土体的小应变特性。通过固结试验、三轴固结排水试验、三轴固结排水加卸载试验与共振柱试验,获得了江苏大丰海域海洋土HSS模型主要参数,并建立了HSS模型相关模量参数与土体物理参数之间的关系。试验成果可为海洋土HSS模型分析及参数取值提供重要参考,具有一定的工程价值。展开更多
基金financial support by China Petroleum Science&Technology Innovation Fund(2017D-50070606):Reliability research of large diameter and high steel natural gas pipeline under fault action。
文摘There are a lot of researches on qualitative aseismatic measures for buried gas pipeline crossing movable faults.But a few of them are quantitative,especially in the size and shape of the trench.The paper first established the finite element model of the strain of buried pipeline crossing a fault which effected by the size and shape of the trench.And it obtained new soil spring stiffness which considered different buried depth,bottom width of trench,trench slope and elastic modulus of soil.The mechanical analysis model of pipeline is established,and the limit state equation of pipeline is fitted.The reliability and sensitivity of the natural gas pipeline under fault action are analysed by a Monte Carlo method,and the error and accuracy are verified.When the pipeline is under tension,the sensitivity from large to small is buried depth,sand friction angle,pipe diameter,pipeline displacement,trench bottom width,trench depth,clay cohesion,trench slope and clay friction angle;when the pipeline is under pressure,the trench depth and clay cohesion have great influence.The findings of this study provide a reference for pipeline design and safety evaluation under fault action.
文摘小应变硬化土(hardening soil with small strain stiffness,HSS)模型能反映土体在小应变范围内的非线性,广泛应用于土工变形分析。海上风电基础对变形控制要求高,需考虑土体的小应变特性。通过固结试验、三轴固结排水试验、三轴固结排水加卸载试验与共振柱试验,获得了江苏大丰海域海洋土HSS模型主要参数,并建立了HSS模型相关模量参数与土体物理参数之间的关系。试验成果可为海洋土HSS模型分析及参数取值提供重要参考,具有一定的工程价值。
