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METHOD FOR CONSOLIDATING A SOIL COVERING A TUNNEL

机译:固结隧道土体的方法

摘要

In a consolidation method of a soil (S) surrounding a tunnel (10) excavated in sections (R1, ... RN), each section (R1, ... RN) of the tunnel (10) is surmounted by a pre-retaining vault (V1, ..., VN) consisting of a plurality of tubes (12) arranged substantially parallel to each other and to the axial direction of the tunnel (10) and sealed to the ground (S) by a grout. The method comprises, after curing the grout, a new step of injecting a consolidation slurry into the soil (S) by at least one tube (12) of the pre-retaining vault (V1, ... , VN).
机译:在以分段(R1,... RN)开挖的隧道(10)周围的土壤(S)的固结方法中,隧道(10)的每个分段(R1,... RN)都被预制件覆盖保持拱顶(V1,...,VN)由多个相互平行并平行于隧道(10)轴向并通过灌浆密封到地面(S)的管(12)组成。该方法包括在灌浆固化之后的新步骤,即通过至少一个预先保留的穹顶(V1,...,VN)的管(12)将固结浆液注入土壤(S)。

著录项

  • 公开/公告号FR3003583A1

    专利类型

  • 公开/公告日2014-09-26

    原文格式PDF

  • 申请/专利权人 SOLETANCHE FREYSSINET;

    申请/专利号FR20130052551

  • 申请日2013-03-21

  • 分类号E02D27/26;E02D3/12;E02D17/04;E02D29/055;

  • 国家 FR

  • 入库时间 2022-08-21 15:36:27

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