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water inflow
    ANALYSIS OF KARST WATER INFLOW SYSTEM IN DAYAOSHAN TUNNEL
    大瑶山隧道岩溶涌水系统分析
    Countermeasures against Gas Burst, Ground Deformation and Water Inflow in Construction of Jiazuqing Tunnel
    家竹箐隧道高瓦斯、大变形、大涌水的整治与对策
    Character of Sudden Water Inflow in the South Section of Qinling Tunnel and Its Influence on TBM Construction *
    秦岭隧道出口段突涌水特征及对TBM施工的影响
    A Study of Prevention of Water Inflow into Xinluona Tunnel
    新倮纳隧道涌水防治的研究
    Water inflow into highway tunnels utilized for the water supply of fire-fighting
    利用涌水的公路隧道消防供水系统
    Research of Cure Technology for Water Inflow into Extra-Long Deep Tunnels on Construction
    深埋特长隧道(洞)施工涌水处理技术研究
    The Study on The Forecast of Water Inflow during Turing Open Pit into Undergound Mining in ShiRengou Iron Mine
    石人沟铁矿露天转地下开采地下涌水预测研究
    ADVANCED PREDICTION OF FAULT F4 AND WATER INFLOW INTO THE NEW QIDAOLIANG TUNNEL OF THE EXPRESSWAY FROM LANZHOU TO LINTAO
    兰临高速公路新七道梁隧道断层F_4及其涌水超前预报
    One of the biggest geological calamity in the construction of deep and extra-long tunnel(cavity) is water inflow.
    其中深埋特长隧道(洞)施工涌水是隧道(洞)施工中所面临的最主要地质灾害。
    After summing up a great deal of TBM engineering examples, pointing out that large deformation of weak rock, sudden water inflow, rock burst and gas projection are primary engineering geologic hazards which affect TBM driving, above all large deformation of weak rock and sudden water inflow.
    在归纳、总结国内外大量TBM施工隧洞工程实例的基础上,指出软岩大变形、突涌水、岩爆以及瓦斯突出等是影响TBM正常掘进的主要工程地质灾害,尤其是软岩大变形和突涌水;
    The major geological hazards include rockfall,heavy ground water inflow,rockburst and swelling in tunneling.
    隧道地质灾害主要有塌方、涌水、岩爆、膨胀岩等。
    The hydrogeological conceptual model and mathematical model for karst water inflow are estabilished more realistically, and its pouring process is simulated numerically.
    建立了较逼真的岩溶涌水水文地质模型和数学模型,并对涌水过程进行了数值模拟分析。
    The artificial hole piles are one of most foundation types in the modern con-struction, The problems on water inflow and soil flow are most troublesome in the con-struction of hole piles dug by man。
    人工挖孔桩是现代建筑的主要基础类型之一,而涌水和流沙是人工控孔桩施工中最棘手的问题。
    This paper summarily describes the character of sudden water inflow in the outlet part of parallel pilot of Qinling tunnel Ⅱ,and discusses the relation between water inflow and geographical structure and rock feature.
    讨论了秦岭隧道Ⅱ线平导出口段的突涌水特征,论述了涌水与地质构造和岩性的联系。
    The influence of sudden water inflow on drilling+blasting method and corresponding treatment measures in the outlet part of parallel pilot of Qinling tunnelⅡ are discussed.
    总结了Ⅱ线平导出口段的突涌水对钻爆法施工的影响及处理措施。
    The paper preliminarily evaluates the likely impact of water inflow on TBM in Qinling tunnelⅠ,and puts forward a method for TBM in rich water section.
    Ⅰ线隧道的涌水可能对掘进机施工造成的影响进行初步的估计,提出富水区段掘进机施工应采取的方法。
    During excavation of the poor ground section of Caoan Tunnel on Nankun Railway , water inflow occurred for many times , which resulted in tunnel collapse , lining cracking and displacement.
    南昆线草庵隧道在施工过程中软弱围岩段遇到多次大涌水,造成大量坍塌,并导致329m既有衬砌开裂、变形、致使施工多次受阻。
    This paper analyzes the regularity of water inflow and soil leakage into tunnel, and discusses the surface settlement caused by water inflow and the exhaustion of surface water and subsurface water from the angle of the hydrogeology, the engineering geology, and the underground water dynamics.
    本文从水文地质、工程地质以及地下水动力学角度出发,对铁路隧道岩溶涌水涌泥规律进行了分析,对涌水造成的地表塌陷以及地表水和地下水源的枯竭也进行了探讨。
    Larger water inflow and mud leakage in construction caused arch and upper surface subsiding, rock mass cracking and the completed 12m arch primary support deforming, splitting, and sub-siding, so that the construction suffered obstruction to a certain extent.
    在施工过程中出现较大的涌水、涌泥,造成拱顶、上部地表下沉,山体开裂,导致已做好的12m拱部初期支护变形、开裂、下沉,使施工在一定程度受阻。
    With the theory of tectonics and groundwater kinetic,this paper discusses the cause of water inflow into tunnel,and proposes the step of prevention and cure.
    就新倮纳隧道涌水的成因 ,涌水量大小的问题 ,以构造地质学、地下水动力学的理论进行了探讨 ,并根据现场实际地质情况 ,就如何在发生突水时合理的防治措施进行了研究。
 

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