Backfill Grouting

Backfill Grouting is a civil engineering technique in tunneling that involves injecting a stabilizing grout material into the annular gap between the tunnel boring machine's shield and the tunnel lining to ensure ground stability, prevent surface settlement, and transfer loads effectively.

38

Publications

1.5K

Citations

147

Authors

49

Institutions

Publications per year

2017–2026

29

Authors

147

  1. FY
    Fei Ye

    Chang'an University, China

    5 publications · 219 citations

    5

    h-index

  2. KY
    Kaichen Ying

    Chang'an University, China

    4 publications · 125 citations

    4

    h-index

  3. XH
    Xin Han

    Chang'an University, China

    3 publications · 85 citations

    3

    h-index

  4. BZ
    Biao Zhou

    Tongji University, China

    3 publications · 129 citations

    3

    h-index

  5. ES
    Enjie Su

    Chang'an University, China

    3 publications · 94 citations

    3

    h-index

1–5 of 147

Venues

  1. Tunnelling and Underground Space Technology

    8 publications · 396 citations

    7

    h-index

  2. Construction and Building Materials

    6 publications · 292 citations

    6

    h-index

  3. Automation in Construction

    2 publications · 96 citations

    2

    h-index

  4. PORTO Publications Open Repository TOrino (Politecnico di Torino)

    Repository · 2 publications · 56 citations

    2

    h-index

  5. European Journal of Environmental and Civil engineering

    EJECE · 2 publications · 50 citations

    2

    h-index

1–5