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利用GPS定位技术建立隧道施工控制网,测量速度快、效益显著、精度高、成果可靠,宜于推广和应用。本文介绍隧道GPS施工控制网布网设计、观测设计、外业测量、数据处理后的结果精度和GPS测量的体会等。 相似文献
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隧道工程地质预报方法探讨 总被引:32,自引:1,他引:32
本文从一些隧道工程事故实例出发,讨论了引起坍方和涌水灾害的工程、水文地质条件,不同工程阶段的预报方法以及预报研究的重大经济效益。最后提出五点提高预报符合率的原则和方法。 相似文献
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D. Peila 《Geotechnical and Geological Engineering》1994,12(3):145-168
Summary The problem of tunnel face stability is studied and the analysis of the stabilizing effect achieved by pre-reinforcement of the core which has to be excavated is dealt with. In Italy, the insertion of longitudinal fibreglass pipes in the ground has proved to be efficient in solving face instability problems. A thorough review of other applications of the technology has been carried out.The results of a series of parametric, three-dimensional, elasto-plastic finite element analyses are presented. The tunnel excavation with or without support and face reinforcement is simulated in the models. The stresses, plastic zones and displacements in the ground, pipes and lining have been studied. The support effect of the pipes is demonstrated by the results. Face reinforcement significantly reduces the displacements of the face. The stresses in the material at the face are also charged from tension to compression, thus enhancing face stability. 相似文献
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Tunnel excavation produces stress changes to the ground and strain to the support lining, leading to the closure (convergence) or instability of the excavated area. Convergence recorded after section excavation is assigned to: (i) strain resulting from the progressive tunnel front advance (face advance effect) and (ii) the time-dependent properties of the soil material (ground creep effect). In the present study, based on the geodetic monitoring records of two recent road tunnels in Greece, a simple methodology to estimate the contribution of each of the two effects is presented. Our analysis reveals that at least half of the total deformation of the examined tunnel sections is due to ground creep, indicating that the major portion of tunnel deformation is due to the time-dependent properties of the ground; a result supported by previous studies from other tunnels as well. 相似文献
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Thermohydromechanical simulations of the natural cooling stage of the Tunnel Sealing Experiment 总被引:1,自引:0,他引:1
The Tunnel Sealing Experiment (TSX), located on the 420 Level of the Underground Research Laboratory (URL) of Atomic Energy of Canada Limited (AECL), was used to study the behaviour of two bulkheads installed in situ: one composed of highly compacted bentonite-sand blocks, the other composed of low-heat high-performance concrete. Permeable sand was placed in an 11.2-m-long chamber between the bulkheads. The chamber was first pressurized with water to 4 MPa to simulate the conditions likely to develop in the period following installation of seals in an actual repository. A stage of circulating hot water in the chamber began on 2002 September 24. The maximum design temperature of 85 °C at the interior face of the bulkheads could not be achieved in the time available. The actual maximum temperature was 65 °C. The purpose of heating was to investigate the thermohydromechanical responses in the bulkheads and surrounding rock to increased temperature. A passive cooling stage followed the heating stage. To help understand the influence of natural cooling on the thermohydromechanical response, a series of coupled thermohydromechanical modelling exercises was carried out using the finite element program, Model Of Transport In Fractured/porous media (MOTIF), and the results were compared with measured data. The thermal response in the rock and the bulkheads was successfully simulated. The influence of hydraulic conductivity on the hydraulic response in the clay bulkhead was analyzed. 相似文献