Jun Zheng
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Research Subjects
Jun Zheng has a total of 131 co-authors. Here are the top co-authors by number of shared publications:
Jianhui Deng
State Key Laboratory of Hydraulics and Mountain River Engineering, College of Water Resource and Hydropower, Sichuan University, Chengdu, China
20 shared publicationsQing Lü
18 shared publicationsJichao Guo
14 shared publications- Qing Lü
College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, China
10 shared publications Tiexin Liu
Highway and Bridge Engineering Institute, Dalian Maritime University, Dalian, China
8 shared publicationsZheqi Tian
7 shared publications
Latest Publications
- 1 August 2026
- Published by AIP Publishing in Physics of Fluids
- Vol. 38 (8)
Topology reorganization in discrete fracture networks: Effects of geometric representation and preferential elongation on permeability
How pore-network geometry controls fluid transport remains a central question in confined flow through disordered media. This study investigates how alternative fracture-shape representations reorganize conductive-network topology and are associated with different permeability responses under comparable fracture-intensity conditions. Discrete fracture networks are treated as geometrically controllable pore-network analogs and mapped into node–edge networks using conversion procedures developed for curved-boundary and polygonal fracture geometries. Using rectangular fracture networks as references, circular disk, similar elliptical disk, and universal elliptical disk (UED) representations are compared. Equivalent permeability is calculated independently using FracMan, whereas graph descriptors are derived separately from the corresponding intersection networks. Based on five independent realizations, the UED model shows the closest agreement with the reference network in both topology preservation and permeability consistency, while the circular disk model exhibits the largest deviation. For non-equidimensional fractures under fixed intensity and orientation conditions, preferential elongation generates permeability anisotropy and a non-monotonic response along the preferential direction. Although the abundance of fracture intersections increases continuously with elongation, permeability initially increases and subsequently decreases. Changes in local pathway redundancy and backbone persistence suggest that moderate elongation promotes the formation of directionally aligned conductive pathways, whereas excessive elongation disrupts this organization by reducing pathway redundancy and replacing a substantial proportion of topologically important fractures. These findings demonstrate that comparable fracture intensity does not ensure topological or hydraulic equivalence and support a topology-based interpretation of representation-dependent, anisotropic, and non-monotonic transport behavior.
- 1 August 2026
- Published by AIP Publishing in Physics of Fluids
- Vol. 38 (8)
Topology reorganization in discrete fracture networks: Effects of geometric representation and preferential elongation on permeability
How pore-network geometry controls fluid transport remains a central question in confined flow through disordered media. This study investigates how alternative fracture-shape representations reorganize conductive-network topology and are associated with different permeability responses under comparable fracture-intensity conditions. Discrete fracture networks are treated as geometrically controllable pore-network analogs and mapped into node–edge networks using conversion procedures developed for curved-boundary and polygonal fracture geometries. Using rectangular fracture networks as references, circular disk, similar elliptical disk, and universal elliptical disk (UED) representations are compared. Equivalent permeability is calculated independently using FracMan, whereas graph descriptors are derived separately from the corresponding intersection networks. Based on five independent realizations, the UED model shows the closest agreement with the reference network in both topology preservation and permeability consistency, while the circular disk model exhibits the largest deviation. For non-equidimensional fractures under fixed intensity and orientation conditions, preferential elongation generates permeability anisotropy and a non-monotonic response along the preferential direction. Although the abundance of fracture intersections increases continuously with elongation, permeability initially increases and subsequently decreases. Changes in local pathway redundancy and backbone persistence suggest that moderate elongation promotes the formation of directionally aligned conductive pathways, whereas excessive elongation disrupts this organization by reducing pathway redundancy and replacing a substantial proportion of topologically important fractures. These findings demonstrate that comparable fracture intensity does not ensure topological or hydraulic equivalence and support a topology-based interpretation of representation-dependent, anisotropic, and non-monotonic transport behavior.
- 28 April 2026
- Published by Springer Nature in Journal of Mountain Science
- Vol. 23 (5) , 2210-2227
Entropy-MIMR-LSTM framework for rain gauge network optimization in mountainous small watersheds: A case study of Fuhuxi Watershed, China
- 28 April 2026
- Published by Springer Nature in Journal of Mountain Science
- Vol. 23 (5) , 2210-2227
Entropy-MIMR-LSTM framework for rain gauge network optimization in mountainous small watersheds: A case study of Fuhuxi Watershed, China
- 15 April 2026
- Published by Elsevier in Computers and Geotechnics
- Vol. 196
Cluster analysis of rock block shapes: A novel quantitative method for characterising rock mass structures
- 15 April 2026
- Published by Elsevier in Computers and Geotechnics
- Vol. 196
Cluster analysis of rock block shapes: A novel quantitative method for characterising rock mass structures
- 13 December 2025
- Published by Elsevier in Computers and Geotechnics
- Vol. 191
Decoding seepage percolation and preferential seepage paths in evolving rock fracture networks using complex network theory
- 13 December 2025
- Published by Elsevier in Computers and Geotechnics
- Vol. 191
Decoding seepage percolation and preferential seepage paths in evolving rock fracture networks using complex network theory
- Open Access
- 28 October 2025
- Published by Elsevier in International Journal of Mining Science and Technology
- Vol. 35 (10) , 1695-1711
An interactive framework integrating segment anything model and structure-from-motion for three-dimensional discontinuity identification in rock masses
- 28 October 2025
- Published by Elsevier in International Journal of Mining Science and Technology
- Vol. 35 (10) , 1695-1711
Open AccessAn interactive framework integrating segment anything model and structure-from-motion for three-dimensional discontinuity identification in rock masses
- Open Access
- 15 July 2025
- Published by Elsevier in Journal of Rock Mechanics and Geotechnical Engineering
- Vol. 18 (4) , 2604-2618
The potential of ground penetrating radar in rock fracture detection: insights from physical model tests and numerical simulations
- 15 July 2025
- Published by Elsevier in Journal of Rock Mechanics and Geotechnical Engineering
- Vol. 18 (4) , 2604-2618
Open AccessThe potential of ground penetrating radar in rock fracture detection: insights from physical model tests and numerical simulations
- 5 June 2025
- Published by Elsevier in Computers and Geotechnics
- Vol. 186
A small block treatment method in three-dimensional block identification for rock block system mechanical analysis
- 5 June 2025
- Published by Elsevier in Computers and Geotechnics
- Vol. 186
A small block treatment method in three-dimensional block identification for rock block system mechanical analysis