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  1. 1
    Prediction of Final Displacement of Tunnels in Time-Dependent Rock Mass Based on the Nonequidistant Grey Verhulst Model
    by Choe, C.S, Han, U.C, Hong, K.U, Pak, C.
    Published 2022
    Subjects: “...Geotechnical engineering...”
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    Article
  2. 2
    Seepage characteristics of fractured rock mass with non-equal width filling under cyclic loading
    by Li, C., Li, Z., Wang, S., Yu, Y., Zhang, J.
    Published 2022
    Subjects: “...Fracture rock...”
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    Article
  3. 3
    Using true-triaxial stress path to simulate excavation-induced rock damage: a case study
    by Bai, Q., Paul Young, R., Zhang, C.
    Published 2022
    Subjects: “...Rock damage...”
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    Article
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