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Wenqiang Mu

Researcher at Northeastern University (China)

Publications -  10
Citations -  165

Wenqiang Mu is an academic researcher from Northeastern University (China). The author has contributed to research in topics: Fracture (geology) & Coal mining. The author has an hindex of 4, co-authored 7 publications receiving 76 citations. Previous affiliations of Wenqiang Mu include Chinese Ministry of Education.

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Numerical investigation on a grouting mechanism with slurry-rock coupling and shear displacement in a single rough fracture

TL;DR: In this article, a slurry diffusion model of a single random roughness fissure is established to consider the slurry and geological fracture coupling based on the Navier-Stokes equation.
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Cement flow in interaction rock fractures and its corresponding new construction process in slope engineering

TL;DR: In this paper, a coupling model of cement flow considering the mutual interaction between fractures is established, and the fracture-fracture perturbation factor (FPF) and perturbance intensity factor (PIF) are defined.
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Long-term deformation and control structure of rheological tunnels based on numerical simulation and on-site monitoring

TL;DR: In this article, a model of long-term deformation and failure of soft rock tunnels is established, and a mechanical mechanism is applied to the design of a stable structure, and the control principle of soft rocks is proposed: stress-deformation applicability and spacetime applicability.
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Numerical calculation and multi-factor analysis of slurry diffusion in an inclined geological fracture

TL;DR: In this article, the authors investigated the restriction mechanisms, based on a single inclined rough fracture, employing a space stepwise method (SSM) using multi-direction sectors (MDS) for calculating the diffusion of variable-viscosity slurry under constant flow.
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Novel Segmented Roadside Plugging-Filling Mining Method and Overlying Rock Mechanical Mechanism Analyses

TL;DR: In this paper, a segmented roadside plugging-filling (SRPF) mining method is proposed by introducing the filling coefficient into roadside filling, and the operation process is designed with a new grouting filling forming device.