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Jian Zhao

Researcher at Monash University, Clayton campus

Publications -  328
Citations -  15640

Jian Zhao is an academic researcher from Monash University, Clayton campus. The author has contributed to research in topics: Rock mass classification & Wave propagation. The author has an hindex of 60, co-authored 316 publications receiving 11636 citations. Previous affiliations of Jian Zhao include École Polytechnique Fédérale de Lausanne & Indian Institute of Technology Delhi.

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Reference BookDOI

Advances in Rock Dynamics and Applications

TL;DR: Zhou et al. as mentioned in this paper presented an overview of some recent progress in rock dynamics research and proposed a virtual wave source method for wave propagation analysis in jointed rock masses, which can be used for modeling and analysis of rock fracture and failure.
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Monitoring of rocks using smart sensors

TL;DR: In this article, the authors examined the feasibility of employing the new generation fibre optic and piezoelectric sensor systems for comprehensive monitoring of rocks, covering load history monitoring/retrieval as well as damage assessment.
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Experimental study of ultrasonic wave attenuation across parallel fractures

TL;DR: In this article, a series of laboratory tests were carried out to verify the theoretical solutions obtained by Cai and Zhao, including ultrasonic tests across an aluminium specimen (calibration tests), intact cement mortar specimens, single fracture specimens, and two-fracture specimens.
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A thin-layer interface model for wave propagation through filled rock joints

TL;DR: In this article, a thin-layer interface model for filled rock joints is proposed to analyze wave propagation across the jointed rock masses, where the rough-surfaced joint and the filling material are treated as a continuum medium with a finite thickness.
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Analytical and numerical study of the effect of water pressure on the mechanical response of cylindrical lined tunnels in elastic and elasto-plastic porous media

TL;DR: In this article, a generalized form of the classical two-dimensional analytical solution by Lame for the problem of excavating a cylindrical tunnel in elastic medium subject to axi-symmetric loading is presented.