Dynamic Disturbance Response

Dynamic Disturbance Response is a mechanical response model that characterizes the transient, stress-induced behavior of rock masses subjected to sudden energy releases, distinguishing itself from static or quasi-static deformation models by explicitly accounting for time-dependent, high-strain-rate effects and instability propagation under dynamic loading conditions.

50

Publications

2.1K

Citations

173

Authors

55

Institutions

Publications per year

2017–2026

27

Authors

173

  1. WZ
    Wancheng Zhu

    Northeastern University, China

    3 publications · 366 citations

    3

    h-index

  2. XF
    Xia‐Ting Feng

    Institute of Rock and Soil Mechanics, China

    3 publications · 221 citations

    3

    h-index

  3. AS
    Ali Saberi

    Washington State University, United States

    3 publications · 49 citations

    3

    h-index

  4. GS
    Guoshao Su

    Guangxi University, China

    3 publications · 179 citations

    3

    h-index

  5. JJ
    Jianqing Jiang

    Guangxi University, China

    2 publications · 66 citations

    2

    h-index

1–5 of 173

Venues

  1. Tunnelling and Underground Space Technology

    5 publications · 571 citations

    5

    h-index

  2. Rock Mechanics and Rock Engineering

    4 publications · 302 citations

    4

    h-index

  3. Automatica

    3 publications · 59 citations

    3

    h-index

  4. 2

    h-index

  5. 2

    h-index

1–5