铁路隧道下穿既有路基沉降规律及控制标准研究
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摘要
随着高速铁路和客运专线建设规模的不断扩大,新建铁路与既有铁路和公路的交叉相互影响也越来越严重,新建和改建铁路采用隧道下穿方式跨越既有铁路和公路的工程越来越多。新建隧道下穿施工必然会引起既有铁路路基和轨道及既有公路路基和路面产生变形,不仅对铁路施工和周边环境的安全产生不利影响,而且会影响既有线路的安全运营,严重的会造成既有铁路和公路的破坏,引起较大的安全事故和造成较大的经济损失。因此,研究铁路隧道下穿既有道路引起的沉降变形规律和隧道、道路相互作用机理、科学制定新建铁路线下穿既有铁路和公路施工引起的沉降控制标准是十分必要的。
本文在阅读大量国内外已有隧道下穿工程和研究成果的基础上,通过对国内30多个典型隧道下穿工程实例的资料收集和调研,研究分析了隧道下穿既有公路和铁路引起路基的沉降变形规律,采用统计分析方法首次归纳总结了施工过程中沉降变形控制指标、控制标准以及施工过程中沉降变形的发展。
基于隧道-地基-路基相互作用理论,在路面荷载作用下,通过数值分析方法研究了不同下穿深度、不同地基土模量、泊松比及力学参数情况下隧道下穿既有公路沉降变形规律及影响路基沉降变形的主要因素及其影响规律,计算表明,隧道下穿深度、地基土层模量、泊松比和地基土层力学参数均影响既有路基的沉降变形,但隧道下穿深度和土层模量是路基沉降大小和沉降槽宽度的主要影响因素。
进一步基于共同作用理论和数值计算方法,通过对下穿既有铁路线路隧道施工过程以及考虑不同下穿深度和不同列车运行速度的情况进行建模,分析研究了铁路隧道下穿既有铁路引起路基及轨道结构的变形规律以及对列车安全运营的影响,分析研究了不同列车运行速度作用下轨道结构的变形特点。
根据隧道施工对既有公路、铁路的影响及破坏模式,分析了既有公路、铁路沉降变形控制指标,在分析公路、铁路不同功用性和安全性的基础上,提出了公路以舒适性为主的平整度控制原则以及铁路以平稳性为主的高低偏差控制原则控制隧道施工引起的不均匀沉降,结合公路、铁路相关部门的安全运营管理规则,制定了不同等级和路面形式的既有公路允许沉降值及沉降速率控制标准以及不同列车运行速度下既有铁路允许沉降值及沉降速率控制标准,并通过所收集的30多个国内下穿工程实例验证了标准的合理性和适用性。
As the high-speed railway and Railway Passenger Transportation Special Line of china are built expansible at a large scale, the new line underpassing the existing highway and railway is more and more and the crossing mutual influence between different lines becomes inevitably. The settlement and deformation of the existing railway roadbed and tracks and the highway subgrade and pavement is caused during the new tunnel construction underpassing.lt not only effects the safety of the new tunnel contruction and surrounding environment,but also effects the safety of the existing line.The serious settlement and deformation will cause of both the existing railway and road damage and safety accidents and cause large economic loss.Therefore,it is very import that studying on the settlement and deformation of the existing embankment during the new tunnel construction underpassing and the controlling criteria of the existing embankment settlement and deformation is very necessary.
Based on the data collecting and summarization of the former tunnel engineering that construction underpass the existing railway and highway, the settlement regularity has been studied by the construction data collecting and survey and the controlling settlement in the process of construction has been analyzed using statistic analysis method.
Secondly, based on the interaction theory of tunnel and foundation and embankment, the calculation model of highway embankment under vehicle load is builded.The embankment settlement developing regularity is studied and the influence of the embankment settlement in the process of the tunnel underpassing is analyzed.the results show that the buried depth of tunnel and the foundation modulus influencing on the highway embankment settlement is larger than others.The formula of the tunnel buried depth and the embankment settlement is given.
Thirdly, the model of railway embankment when the tunnel underpassing is built by mean of ABAQUS while the train load and speed is considen.The track structure deformation and the influence of the safe train operation are analyzed during the tunnel construction underpassing.
Fourthly, the failure of existing subgrade data during tunnel underpassing is collected. Based on the anaysis of the collecting data, the failure mode of the existing subgrade is summed and the settlement control index of the existing highway and railway is given.Then the function and safe operation requirements are studied.The comfort is import to the highway operation and the stablition is to the railway.The flatness control principle is put forward to control the highway embankment settlement as well as the vertical deviation control principle to the railway track struction and embankment settlement. Combined with the safety management rules of the highway and railway departments and based on the regularity of the existing embankment in this paper, the control standards of the allowing maximum settlement value and rate during the tunnel construction undepassing is developed to the existing highway in different grades and surface forms and it is did to the existing railway in different train speed.
Finally, the collected more than30domestic underpassing engineerings are exampled. The results show that the proposed criterion in this paper is rational and applicable.
本文在阅读大量国内外已有隧道下穿工程和研究成果的基础上,通过对国内30多个典型隧道下穿工程实例的资料收集和调研,研究分析了隧道下穿既有公路和铁路引起路基的沉降变形规律,采用统计分析方法首次归纳总结了施工过程中沉降变形控制指标、控制标准以及施工过程中沉降变形的发展。
基于隧道-地基-路基相互作用理论,在路面荷载作用下,通过数值分析方法研究了不同下穿深度、不同地基土模量、泊松比及力学参数情况下隧道下穿既有公路沉降变形规律及影响路基沉降变形的主要因素及其影响规律,计算表明,隧道下穿深度、地基土层模量、泊松比和地基土层力学参数均影响既有路基的沉降变形,但隧道下穿深度和土层模量是路基沉降大小和沉降槽宽度的主要影响因素。
进一步基于共同作用理论和数值计算方法,通过对下穿既有铁路线路隧道施工过程以及考虑不同下穿深度和不同列车运行速度的情况进行建模,分析研究了铁路隧道下穿既有铁路引起路基及轨道结构的变形规律以及对列车安全运营的影响,分析研究了不同列车运行速度作用下轨道结构的变形特点。
根据隧道施工对既有公路、铁路的影响及破坏模式,分析了既有公路、铁路沉降变形控制指标,在分析公路、铁路不同功用性和安全性的基础上,提出了公路以舒适性为主的平整度控制原则以及铁路以平稳性为主的高低偏差控制原则控制隧道施工引起的不均匀沉降,结合公路、铁路相关部门的安全运营管理规则,制定了不同等级和路面形式的既有公路允许沉降值及沉降速率控制标准以及不同列车运行速度下既有铁路允许沉降值及沉降速率控制标准,并通过所收集的30多个国内下穿工程实例验证了标准的合理性和适用性。
As the high-speed railway and Railway Passenger Transportation Special Line of china are built expansible at a large scale, the new line underpassing the existing highway and railway is more and more and the crossing mutual influence between different lines becomes inevitably. The settlement and deformation of the existing railway roadbed and tracks and the highway subgrade and pavement is caused during the new tunnel construction underpassing.lt not only effects the safety of the new tunnel contruction and surrounding environment,but also effects the safety of the existing line.The serious settlement and deformation will cause of both the existing railway and road damage and safety accidents and cause large economic loss.Therefore,it is very import that studying on the settlement and deformation of the existing embankment during the new tunnel construction underpassing and the controlling criteria of the existing embankment settlement and deformation is very necessary.
Based on the data collecting and summarization of the former tunnel engineering that construction underpass the existing railway and highway, the settlement regularity has been studied by the construction data collecting and survey and the controlling settlement in the process of construction has been analyzed using statistic analysis method.
Secondly, based on the interaction theory of tunnel and foundation and embankment, the calculation model of highway embankment under vehicle load is builded.The embankment settlement developing regularity is studied and the influence of the embankment settlement in the process of the tunnel underpassing is analyzed.the results show that the buried depth of tunnel and the foundation modulus influencing on the highway embankment settlement is larger than others.The formula of the tunnel buried depth and the embankment settlement is given.
Thirdly, the model of railway embankment when the tunnel underpassing is built by mean of ABAQUS while the train load and speed is considen.The track structure deformation and the influence of the safe train operation are analyzed during the tunnel construction underpassing.
Fourthly, the failure of existing subgrade data during tunnel underpassing is collected. Based on the anaysis of the collecting data, the failure mode of the existing subgrade is summed and the settlement control index of the existing highway and railway is given.Then the function and safe operation requirements are studied.The comfort is import to the highway operation and the stablition is to the railway.The flatness control principle is put forward to control the highway embankment settlement as well as the vertical deviation control principle to the railway track struction and embankment settlement. Combined with the safety management rules of the highway and railway departments and based on the regularity of the existing embankment in this paper, the control standards of the allowing maximum settlement value and rate during the tunnel construction undepassing is developed to the existing highway in different grades and surface forms and it is did to the existing railway in different train speed.
Finally, the collected more than30domestic underpassing engineerings are exampled. The results show that the proposed criterion in this paper is rational and applicable.
引文
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