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While digging the tunnel in the spring water Characteristic natural ground,

机译:在泉水特色自然地里挖隧道的同时,

摘要

PROBLEM TO BE SOLVED: To easily estimate the quantity of spring water and a permeability coefficient of the natural ground in excavating a tunnel and to perform optimum cut-off improvement based on them.;SOLUTION: The tunnel (a pilot pit 101) is excavated by a closed type tunnel advancing machine 102, and at the same time, spring water ejecting from cavities around is drained to lower the water level in the cavities by a fixed quantity. Time required for it and the drainage quantity are measured, and time required to recover the water level after the stop of drainage is measured. On the basis of the measured values, the spring water quantity and permeability coefficient per unit time are estimated. The above estimation is performed when excavating the pilot pit, and cut-off improvement on the water springing natural ground outside the pilot pit is performed based on the estimation.;COPYRIGHT: (C)2005,JPO&NCIPI
机译:解决的问题:轻松估算隧道开挖中的泉水量和自然地面的渗透系数,并据此进行最佳截断改进。;解决方案:开挖隧道(先导坑101)通过封闭式隧道掘进机102,同时,从周围的空腔喷出的泉水被排出以使空腔中的水位降低一定量。测量其所需的时间和排水量,并测量停止排水后恢复水位所需的时间。根据这些测量值,可以估算出每单位时间的泉水量和渗透系数。在开挖试验坑时进行上述估算,并根据该估算对试验坑外的水泉水自然地面进行截止改善。;版权所有:(C)2005,JPO&NCIPI

著录项

  • 公开/公告号JP4196279B2

    专利类型

  • 公开/公告日2008-12-17

    原文格式PDF

  • 申请/专利权人 清水建設株式会社;

    申请/专利号JP20030318352

  • 发明设计人 泉谷 泰志;

    申请日2003-09-10

  • 分类号E21D9/06;E21D9/00;

  • 国家 JP

  • 入库时间 2022-08-21 19:38:12

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