H
Haijian Su
Researcher at China University of Mining and Technology
Publications - 71
Citations - 1135
Haijian Su is an academic researcher from China University of Mining and Technology. The author has contributed to research in topics: Fracture (geology) & Ultimate tensile strength. The author has an hindex of 15, co-authored 50 publications receiving 670 citations.
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Hydraulic properties of 3D rough-walled fractures during shearing: An experimental study
Qian Yin,Qian Yin,Guowei Ma,Guowei Ma,Hongwen Jing,Huidong Wang,Haijian Su,Yingchao Wang,Richeng Liu +8 more
TL;DR: In this article, the authors analyzed the influence of shear processes on nonlinear flow behavior through 3D rough-walled rock fractures and found that the relationship between the volumetric flow rate and hydraulic gradient can be well fit using Forchheimer's law.
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Set pair analysis for risk assessment of water inrush in karst tunnels
TL;DR: Considering the uncertain characteristics of water inrush in karst tunnels, the set pair analysis (SPA) method was newly applied in this study for risk assessment of Water inrush.
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Physical and mechanical properties of sandstone containing a single fissure after exposure to high temperatures
TL;DR: In this article, the authors investigated the physical and mechanical properties of sandstone containing fissures after exposure to high temperatures, and the results showed that, with increasing temperature, the volume of sandstones increases gradually while the quality and density decrease gradually, and sandstone remains basically unchanged while the brightness increases markedly when the temperature is higher than 585°C.
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Experimental Study of Nonlinear Flow Behaviors Through Fractured Rock Samples After High-Temperature Exposure
TL;DR: In this article, a series of water flow tests through both intact and fractured samples were conducted in a triaxial cell under different confining pressures (10-30 MPa) and varying inlet hydraulic pressures (0.4-6 MPa).
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Effect of a Fault Fracture Zone on the Stability of Tunnel-Surrounding Rock
TL;DR: In this article, a three-dimensional numerical model was established for Wuzhuling Tunnel of Zhuji-Yongjia Highway in Zhejiang Province, China, where the dynamic processes of tunnel excavation were simulated through the fault fracture zone.