地铁洞桩法施工对邻近桥桩的影响与控制
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摘要
城市地铁的修建必然受到城市既有环境的制约,不少地铁线往往沿着城市道路修建,交织穿行于立交桥的基础桩群之间。地铁施工必然扰动周围地层,有可能致使一定范围内邻近的桥桩发生过大沉降或差异沉降,从而影响桥梁的正常使用和安全。
本文研究密切结合施工难度和风险极大的北京地铁10号线国贸站工程而展开,针对工程建设中存在的主要难题,分别从空间效应、时间效应、邻近桥基差异沉降的概率分析三个方面探讨了地铁洞桩法施工对邻近桥桩的影响,并提出了地铁邻近桥桩施工的控制措施。
1、采用数值模拟辅以现场实测的方法,研究了地铁洞桩法施工中导洞开挖支护,边桩、冠梁、拱脚施作和导洞回填,主洞开挖支护以及主洞二衬四个典型施工阶段对地层沉降的影响规律,并从基桩沉降、侧移、轴力、弯矩以及桩-土相互作用五个方面系统研究了地铁洞桩法施工引起邻近基桩的各种响应;
2、通过对国贸站邻近土体的三轴流变试验研究,获得了具有流变特性土层的粘弹塑性模型参数,在FLAC3D平台上编制了三维时间效应分析数据文件,得到了在地铁洞桩法施工影响下地层及桥基沉降等随蠕变时间的变化规律,为国贸站的施工影响预测和短桩加固措施选择提供了依据;
3、为求取洞桩法施工影响下邻近桥基差异沉降的可能范围,引入概率分析理论,基于ANSYS有限元平台,研制了相应的APDL程序,对国贸站洞桩法施工引起邻近桥基的差异沉降进行了概率分析,并对桥梁可靠性进行了探讨,为类似问题的研究提供了一套完整的思路;
4、提出了地铁邻近桥桩施工安全评估的方法步骤,并从地铁施工措施、变形控制措施以及桥梁结构措施三个方面归纳了各种加固措施。结合理论计算和现场实测数据,分析了国贸站工程各加固措施的作用效果。
Construction of urban metro is inevitably restricted by existing environments, and many metros are built along city roads, running through pile foundations of the overpasses. Metro tunneling is certain to disturb ambient ground, and it may cause settlements or differential settlements of adjacent piles in certain range, which, if excessive, would affect the normal operation and safety of the overpass.
Research of this paper is carried out closely combined with Guomao subway station, which has many construction difficulties and risks in Beijing Metro Line 10. Focus on main theoretical problems encountered during construction, the influence of metro tunneling by Drift-Pile-Beam-Arch(Drift-PBA) method on adjacent piles is studied from three-dimensional effect, time effect and probability analysis of differential settlements of adjacent piles respectively, and some control measures for metro tunneling adjacent piles are put forward.
Influence regularities of four construction stages including tunneling and supporting of headings, construction of border piles, crown beams and arch springing and backfill of headings, tunneling and supporting of main tunnel and permanent liner of main tunnel on ground settlements are studied by numerical simulation method and field measurement, and the responses of adjacent foundation piles induced by tunneling by Drift-PBA method are systematically researched from settlement, lateral deflection, axial force, bending moment and pile-soil interaction of piles.
On the basis of triaxial rheological test research of adjacent soil of Guomao subway station, viscoplastic model parameters of strata which have theological property are obtained. Data file of three-dimensional time effect analysis is programmed based on FLAC3D code, and variation regularities of ground and pile foundation settlements induced by metro tunneling with time are studied, which provide evidences for prediction of construction influence and selection of short piles reinforcement measures of Guomao subway station.
In order to get the possible range of differential settlements of adjacent pile foundations induced by metro tunneling by Drift-PBA method, probability analysis theory is introduced, based on ANSYS finite element method, APDL code is programmed, and probability analysis is conducted to study the differential settlements of adjacent pile foundations induced by metro tunneling by Drift-PBA method,
本文研究密切结合施工难度和风险极大的北京地铁10号线国贸站工程而展开,针对工程建设中存在的主要难题,分别从空间效应、时间效应、邻近桥基差异沉降的概率分析三个方面探讨了地铁洞桩法施工对邻近桥桩的影响,并提出了地铁邻近桥桩施工的控制措施。
1、采用数值模拟辅以现场实测的方法,研究了地铁洞桩法施工中导洞开挖支护,边桩、冠梁、拱脚施作和导洞回填,主洞开挖支护以及主洞二衬四个典型施工阶段对地层沉降的影响规律,并从基桩沉降、侧移、轴力、弯矩以及桩-土相互作用五个方面系统研究了地铁洞桩法施工引起邻近基桩的各种响应;
2、通过对国贸站邻近土体的三轴流变试验研究,获得了具有流变特性土层的粘弹塑性模型参数,在FLAC3D平台上编制了三维时间效应分析数据文件,得到了在地铁洞桩法施工影响下地层及桥基沉降等随蠕变时间的变化规律,为国贸站的施工影响预测和短桩加固措施选择提供了依据;
3、为求取洞桩法施工影响下邻近桥基差异沉降的可能范围,引入概率分析理论,基于ANSYS有限元平台,研制了相应的APDL程序,对国贸站洞桩法施工引起邻近桥基的差异沉降进行了概率分析,并对桥梁可靠性进行了探讨,为类似问题的研究提供了一套完整的思路;
4、提出了地铁邻近桥桩施工安全评估的方法步骤,并从地铁施工措施、变形控制措施以及桥梁结构措施三个方面归纳了各种加固措施。结合理论计算和现场实测数据,分析了国贸站工程各加固措施的作用效果。
Construction of urban metro is inevitably restricted by existing environments, and many metros are built along city roads, running through pile foundations of the overpasses. Metro tunneling is certain to disturb ambient ground, and it may cause settlements or differential settlements of adjacent piles in certain range, which, if excessive, would affect the normal operation and safety of the overpass.
Research of this paper is carried out closely combined with Guomao subway station, which has many construction difficulties and risks in Beijing Metro Line 10. Focus on main theoretical problems encountered during construction, the influence of metro tunneling by Drift-Pile-Beam-Arch(Drift-PBA) method on adjacent piles is studied from three-dimensional effect, time effect and probability analysis of differential settlements of adjacent piles respectively, and some control measures for metro tunneling adjacent piles are put forward.
Influence regularities of four construction stages including tunneling and supporting of headings, construction of border piles, crown beams and arch springing and backfill of headings, tunneling and supporting of main tunnel and permanent liner of main tunnel on ground settlements are studied by numerical simulation method and field measurement, and the responses of adjacent foundation piles induced by tunneling by Drift-PBA method are systematically researched from settlement, lateral deflection, axial force, bending moment and pile-soil interaction of piles.
On the basis of triaxial rheological test research of adjacent soil of Guomao subway station, viscoplastic model parameters of strata which have theological property are obtained. Data file of three-dimensional time effect analysis is programmed based on FLAC3D code, and variation regularities of ground and pile foundation settlements induced by metro tunneling with time are studied, which provide evidences for prediction of construction influence and selection of short piles reinforcement measures of Guomao subway station.
In order to get the possible range of differential settlements of adjacent pile foundations induced by metro tunneling by Drift-PBA method, probability analysis theory is introduced, based on ANSYS finite element method, APDL code is programmed, and probability analysis is conducted to study the differential settlements of adjacent pile foundations induced by metro tunneling by Drift-PBA method,
引文
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