No. 111, Sec. North 1, Er-Huan Rd.
Chengdu
Chengdu, 610031
China
Southwest Jiaotong University
Tunnel stability, Long-term deformation, Stand-up time, Convergence constraint method, Viscoelastic plastic model
layered rock mass, secondary lining, support mechanical behavior, fracture pattern, discrete element method
Anchoring before supporting, inclined and advanced rockbolts support system, support stress field, horizontal loading test, failure mode, support effect
Mechanized tunneling, Inclined rockbolts, Dynamic reinforcement range, Differentiated enhancement, Effectiveness of rockbolts.