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Wanrui Hu

Researcher at Wuhan University

Publications -  11
Citations -  266

Wanrui Hu is an academic researcher from Wuhan University. The author has contributed to research in topics: Coal mining & Colonnade. The author has an hindex of 6, co-authored 10 publications receiving 173 citations. Previous affiliations of Wanrui Hu include Monash University, Clayton campus & Monash University.

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The effect of natural fractures on hydraulic fracturing propagation in coal seams

TL;DR: Wang et al. as mentioned in this paper investigated the effect of natural existing fractures on fluid-driven hydraulic fracture by analyzing the variation of fracture radius, cumulative crack number, and growth rate of porosity versus injection time.
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On the stability of colonnade structural systems under static and dynamic loading conditions

TL;DR: In this article, the structural behavior of colonnade structural systems subjected to static and dynamic loading is investigated to identify the main factors affecting the stability and to improve our understanding of their behaviour.
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Experimental and DEM investigations of temperature effect on pure and interbedded rock salt

TL;DR: In this paper, the authors integrated physical and numerical experiments to investigate the temperature effect on the engineering behavior of pure and interbedded salt, and provided a micromechanical explanation that the attenuated compressive strength of salt under high temperature is attributed to the evolution of micro cracks.
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3D continuum-discrete coupled modelling of triaxial Hopkinson bar tests on rock under multiaxial static-dynamic loads

TL;DR: In this article, a 3D continuum-discrete coupled method is employed to establish a numerical-based triaxial Hopkinson bar system, and the steel bars and a cubic specimen are modelled by continuum zones and bonded-particle material, respectively.
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Parametric study of the smooth-joint contact model on the mechanical behavior of jointed rock

TL;DR: In this article, the effect of smooth joint parameters on the macroscopic properties and failure mechanism of jointed rock under triaxial compression test is investigated, and the numerical results reveal that the friction coefficient of smooth joints plays a dominant role in controlling mechanical behaviors.