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671.
Yang J.Wei B.Qi S.Guo W. 《现代隧道技术》2018,(6):183-190
The CCS Hydropower Station in Ecuador is a water diversion type power station, in which two superdeep vertical shafts with depth of 537.9 m are arranged. After comparison of alternative options, a new type of 1088DC RHINO raise boring machine was chosen to construct the vertical shafts. The construction process with the raise boring machine is divided into 3 stages, i.e. pilot hole construction by forward drilling, pilot shaft construction by reverse expanded excavation and shaft construction by manual expanded excavation. In view of the problems of buried drill bits and pilot hole deflection in the first stage, the problems of shaft collapse and cutter damage in the second stage, and the problems of collapse, water inflow and shaft blocking in the third stage, some preventive and treatment measures were proposed based on causes analysis, and good construction effect was achieved. The success- ful construction of super-deep vertical shafts at CCS hydropower station with raise boring method is significant to improve the construction level of deep shafts of domestic water conservancy and hydropower engineering, and the re- lated research can provide a reference for the similar shaft engineering construction. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved. 相似文献
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Restricted by site and construction period of ancillary structure of metro project, climbing excavation is often adopted. In order to determine tunnel face’s stability, the stabilities of working face in the cases of climbing ex- cavation and horizontal excavation were analyzed by theoretical analysis and numerical simulation. With upperbound limit analysis, the affected scope and positions of failure zone were compared; the position of equivalent strain zone and the law of horizontal displacement changes were studied by simulation analysis. The results show that the scope of failure zone caused by climbing excavation was slightly larger than that by horizontal excavation and the po- sition of affected zone is slightly lower than that by horizontal excavation; the horizontal displacement caused by climbing excavation within a scope of 0-1/3 height of tunnel face is slightly larger than that by horizontal excavation while it is slightly smaller beyond the scope of 0-1/3 height of tunnel face; the maximum horizontal displacements in the cases of climbing and horizontal excavation both occur at the place where is 1/3 height of work face and the de- formation of work face in the case of climbing excavation is not larger than that of horizontal excavation; the work face stabilities are mostly the same in the cases of climbing and horizontal excavation without regard to advanced support, and the work face stability is to be guaranteed with proper advanced support. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved. 相似文献
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优化地铁线路纵断面设计方案可降低列车运行能耗与风井建设成本.本文以盾构法施工的地铁地下线为研究对象,考虑地铁设计规范约束与实际施工条件,建立以列车双方向运行能耗与风井成本之和最小为目标的线路纵断面优化模型.采用模拟退火与遗传算法的组合方法求解.广州地铁14号线案例分析证明,与实际方案相比,本文模型所得优化方案节省 2.65%的总成本.与仅考虑站站停模式下的纵断面优化方案相比,本文模型所得方案在快慢车总能耗方面更优,说明考虑停站方案进行纵断面优化的必要性. 相似文献
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