武汉大学主页平台管理系统张旗--中文主页--论文成果

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论文成果

[1]. Zhang XP, Zhang Q. etal. A numerical study of wave propagation and cracking processes in rock-like material under seismic loading based on the bonded-particle model approach. Engineering.
[2]. Zhang Q, et al. Microseismic characteristic and development mechanism of fault‑slip rockburst in a deep-buried TBM excavated tunnel: A case study. Tunnelling and Underground Space Technology.
[3]. Zhang Q, et al. Microseismic monitoring and rockburst characteristics in a deep-buried tunnel excavated by TBM. Rock Mechanics and Rock Engineering.
[4]. Zhang Q, et al. Rockburst prediction and prevention in a deep-buried tunnel excavated by drilling and blasting: A case study.. Engineering Geology.
[5]. Zhang Q, et al. Comparison of spatio-temporal characteristic of microseismic events in deep-buried tunnels with two excavation methods. Bulletin of Engineering Geology and the Environment.
[6]. Zhang Q, et al. Study of interaction mechanisms between multiple parallel weak planes and hydraulic fracture using the bonded-particle model based on moment tensors. Journal of Natural Gas Science and Engineering.
[7]. Zhang Q, et al. A numerical study of acoustic emission characteristics of sandstone specimen containing a hole-like flaw under uniaxial compression. Engineering Fracture Mechanics.
[8]. Zhang Q, et al. Numerical study of fracture failure nature around the circular and horseshoe openings using the bonded-particle model. Geophysical Journal International.
[9]. Zhang Q, et al. Ground deformation induced by a shallow‑buried twin‑tunnel with small spacing: a case study of Guangzhou Metro Line 18 excavated by earth‑pressure balance TBM. Environmental Earth Sciences.
[10]. Zhang Q, et al. Numerical study of the effect of grout material properties on ground deformations during shallow TBM tunneling. KSCE Journal of Civil Engineering.

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