In the process of shield tunneling through soft soil layers,the presence of confined water ahead poses a significant threat to the stability of the tunnel face.Therefore,it is crucial to consider the impact of confine...In the process of shield tunneling through soft soil layers,the presence of confined water ahead poses a significant threat to the stability of the tunnel face.Therefore,it is crucial to consider the impact of confined water on the limit support pressure of the tunnel face.This study employed the finite element method(FEM)to analyze the limit support pressure of shield tunnel face instability within a pressurized water-containing layer.Subsequently,a multiple linear regression approach was applied to derive a concise solution formula for the limit support pressure,incorporating various influencing factors.The analysis yields the following conclusions:1)The influence of confined water on the instability mode of the tunnel face in soft soil layers makes the displacement response of the strata not significant when the face is unstable;2)The limit support pressure increases approximately linearly with the pressure head,shield tunnel diameter,and tunnel burial depth.And inversely proportional to the thickness of the impermeable layer,soil cohesion and internal friction angle;3)Through an engineering case study analysis,the results align well with those obtained from traditional theoretical methods,thereby validating the rationality of the equations proposed in this paper.Furthermore,the proposed equations overcome the limitation of traditional theoretical approaches considering the influence of changes in impermeable layer thickness.It can accurately depict the dynamic variation in the required limit support pressure to maintain the stability of the tunnel face during shield tunneling,thus better reflecting engineering reality.展开更多
提出了考虑多重不确定性的光伏支撑体系(Photovoltaic Support System,PSS)随机动力可靠性分析方法。首先,构建了基于概率密度演化理论(Probability Density Evolution Method,PDEM)的光伏支撑体系可靠性分析模型,包括概率守恒方程、基...提出了考虑多重不确定性的光伏支撑体系(Photovoltaic Support System,PSS)随机动力可靠性分析方法。首先,构建了基于概率密度演化理论(Probability Density Evolution Method,PDEM)的光伏支撑体系可靠性分析模型,包括概率守恒方程、基本控制方程和密度演化方程;然后,建立了光伏支撑体系的有限元分析模型,包括结构受力模型、荷载组合形式、网格划分算法等。仿真模型中考虑了结构所受荷载与结构本身的随机性,共计6个随机变量和44个代表点。为提升算法分析效率,提出了Abaqus⁃PDEM的联合仿真算法,仿真分析表明,光伏支撑体系的失效模式主要为应力控制和位移控制两种,后者影响更为明显,基本荷载组合工况下的可靠度为0.928。随着风力等级的提高,结构可靠性逐渐降低,在高风速区间(大于40 m/s),结构本身的不确定性会高估结构的可靠性水平,在设计中应予以关注。展开更多
基金Project(ZDRW-ZS-2021-3)supported by the Key Deployment Projects of Chinese Academy of SciencesProjects(52179116,51991392)supported by the National Natural Science Foundation of China。
文摘In the process of shield tunneling through soft soil layers,the presence of confined water ahead poses a significant threat to the stability of the tunnel face.Therefore,it is crucial to consider the impact of confined water on the limit support pressure of the tunnel face.This study employed the finite element method(FEM)to analyze the limit support pressure of shield tunnel face instability within a pressurized water-containing layer.Subsequently,a multiple linear regression approach was applied to derive a concise solution formula for the limit support pressure,incorporating various influencing factors.The analysis yields the following conclusions:1)The influence of confined water on the instability mode of the tunnel face in soft soil layers makes the displacement response of the strata not significant when the face is unstable;2)The limit support pressure increases approximately linearly with the pressure head,shield tunnel diameter,and tunnel burial depth.And inversely proportional to the thickness of the impermeable layer,soil cohesion and internal friction angle;3)Through an engineering case study analysis,the results align well with those obtained from traditional theoretical methods,thereby validating the rationality of the equations proposed in this paper.Furthermore,the proposed equations overcome the limitation of traditional theoretical approaches considering the influence of changes in impermeable layer thickness.It can accurately depict the dynamic variation in the required limit support pressure to maintain the stability of the tunnel face during shield tunneling,thus better reflecting engineering reality.
文摘提出了考虑多重不确定性的光伏支撑体系(Photovoltaic Support System,PSS)随机动力可靠性分析方法。首先,构建了基于概率密度演化理论(Probability Density Evolution Method,PDEM)的光伏支撑体系可靠性分析模型,包括概率守恒方程、基本控制方程和密度演化方程;然后,建立了光伏支撑体系的有限元分析模型,包括结构受力模型、荷载组合形式、网格划分算法等。仿真模型中考虑了结构所受荷载与结构本身的随机性,共计6个随机变量和44个代表点。为提升算法分析效率,提出了Abaqus⁃PDEM的联合仿真算法,仿真分析表明,光伏支撑体系的失效模式主要为应力控制和位移控制两种,后者影响更为明显,基本荷载组合工况下的可靠度为0.928。随着风力等级的提高,结构可靠性逐渐降低,在高风速区间(大于40 m/s),结构本身的不确定性会高估结构的可靠性水平,在设计中应予以关注。
