Fengshou Zhang

Prof. Fengshou Zhang

Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China

Research Focus & Metrics

Academic Career Length

10Years (2017-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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24 May 2019 in Rock Mechanics and Rock Engineering
Verified
Journal Article
Closed access
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Fengshou ZhangFengshou Zhang
Fengshou Zhang
BDBranko Damjanac
Branko Damjanac
SMShawn Maxwell
Shawn Maxwell

1 November 2019 in International Journal of Solids and Structures
Verified
Journal Article
Closed access
Liuke HuangLiuke Huang
Liuke Huang
JLJianjun Liu
Jianjun Liu
Fengshou ZhangFengshou Zhang
Fengshou Zhang
EDEgor Dontsov
Egor Dontsov
BDBranko Damjanac
Branko Damjanac

27 February 2017 in International Journal for Numerical and Analytical Methods in Geomechanics
Verified
Journal Article
Closed access
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Fengshou ZhangFengshou Zhang
Fengshou Zhang
EDE. Dontsov
E. Dontsov
MMM. Mack
M. Mack

6 January 2022 in Journal of Rock Mechanics and Geotechnical Engineering
Verified
Journal Article
Open access
TWTuo Wang
Tuo Wang
Fengshou ZhangFengshou Zhang
Fengshou Zhang
JFJason Furtney
Jason Furtney
BDBranko Damjanac
Branko Damjanac

1 August 2020 in Computers and Geotechnics
Verified
Journal Article
Closed access
Fengshou ZhangFengshou Zhang
Fengshou Zhang
TWTuo Wang
Tuo Wang
FLFang Liu
Fang Liu
MPMing Peng
Ming Peng
JFJason Furtney
Jason Furtney
LZLimin Zhang
Limin Zhang

5 November 2018 in Journal of Geophysical Research: Solid Earth
Verified
Journal Article
Open access
PDF file
YFYi Fang
Yi Fang
Dereck ElsworthDereck Elsworth
Dereck Elsworth
TITakuya Ishibashi
Takuya Ishibashi
Fengshou ZhangFengshou Zhang
Fengshou Zhang
Roughness is widely observed on natural fractures, and its impact on the potential for induced seismicity and associated fluid migration in the subsurface remains unclear. Here we perform fracture shearing and fluid flow experiments on artificially fabricated fractures with specified roughness to investigate the role of fracture roughness on frictional properties and permeability evolution. Given the experimental conditions, we observe that rough fractures show high roughness ratio Sq/Lw and return higher frictional strength due to the presence of cohesive interlocking asperities. Rough fracture surfaces show velocity strengthening behavior in the initial shearing stage, which may evolve to velocity neutral and velocity weakening at greater displacements—suggesting a dynamic weakening that rough fractures become less stable with shearing. The surface roughness exerts a dominant control on permeability evolution over the entire shearing history. Permeability declines monotonically by about 2 orders of magnitude for smooth fractures. For high roughness fractures, the permeabilities evolve episodically due to cycled compaction and dilation during shearing. With a slip distance of 6 to 8 mm, permeability of the rough surface may enhance up to an order of magnitude, but significant permeability reduction may also occur for rough samples when asperities are highly worn with gouge clogging flow paths. However, there is no obvious correlation between permeability evolution and frictional behavior for rough fracture samples when fractures are subject to sudden sliding velocity changes.