Prof. Hong Zheng
Chinese Academy of Sciences, China
Email: hzheng@whrsm.ac.cn
Qualifications
1997-2000 Ph.D., Institute of Rock and Soil
Mechanics (IRSM), Chinese Academy of Science, China
1985-1988 M.Sc., in Mechanical Department, Northeast
University, China
1981-1985 B.Sc., in Mechanical Department, Northeast
University, China
Publications (Selected)
1. H. Zheng, D.F.
Liu, C.F. Lee, Z.Q. Yue. A sophisticated node–pair model for interface
problems. Computers & Geotechnics, 31(2): 137–153, 2004.
2. H. Zheng, D.F. Liu,
C.F. Lee, L.G. Tham. A new formulation of Signorini's type for seepage problems
with free surface. International Journal for Numerical Methods in Engineering,
64(1): 1–16, 2005.
3. H. Zheng, D. F.
Liu, C. G. Li. Slope stability analysis based on elasto–plastic finite element
method. International Journal for Numerical Methods in Engineering, 64(14):
1871–1888, 2005.
4. H. Zheng, D.F.
Liu, C.F. Lee, L.G. Tham. Displacement–controlled method and its applications
to material non–linearity. International Journal for Numerical & Analytical
Methods in Geomechanics, 29(3): 209–226, 2005.
5. H. Zheng, D.F.
Liu, C.F. Lee, X.R. Ge. Principle of analysis of brittle–plastic rock mass.
International Journal of Solids & Structures, 42(1): 139–158, 2005.
6. H. Zheng, L. G.
Tham, D. F. Liu. On two definitions of the factor of safety commonly used in
finite element slope stability analysis. Computers & Geotechnics, 33:
188–195, 2006.
7. H. Zheng, J. L.
Li. A practical solution for KKT systems. Numerical Algorithms, 46 (2):105–119,
2007.
8. H. Zheng, D. F.
Liu, C. G. Li. On the assessment of failure in slope stability analysis by the
Finite Element Method. Rock Mechanics and Rock Engineering, 41(4): 629–639, 2008.
9. H. Zheng, H. C.
Dai, D. F. Liu. A variational inequality formulation for unconfined seepage
problems in porous media. Applied Mathematical Modelling, 33(1): 437–450, 2009.
10. H. Zheng, G. H.
Sun. A practical procedure for searching critical slip surfaces of slopes based
on the strength reduction technique. Computers and Geotechnics, 36(1): 1–5,
2009.
11. H. Zheng, C. B.
Zhou. Global analysis on slope stability and its engineering application.
Science in China Series E, 52(2): 507–512, 2009.
12. H. Zheng.
Eigenvalue Problem from the Stability Analysis of Slopes. Journal of
Geotechnical and Geoenvironmental Engineering, ASCE, 135(5): 647–656, 2009.
13. H. Zheng, C. B.
Zhou, D. F. Liu. A robust solution procedure for the rigorous methods of
slices. Soils and Foundations 49(4): 537–544, 2009.
14. H. Zheng, W.
Jiang. Discontinuous deformation analysis based on complementary theory.
Science in China Series E, 29(9): 2547–2554, 2009.
15. H. Zheng, L. G.
Tham. Improved Bell’s method for the stability analysis of slopes. International
Journal for Numerical & Analytical Methods in Geomechanics, 33(14): 1673-1689,
2009.
16. H. Zheng, S. G.
Cheng, Q. S. Liu. A decomposition procedure for nearly-symmetric matrices with
applications to some nonlinear problems. Mechanics Research Communications,
37(1): 78–84, 2010.
17. H. Zheng, G. H.
Sun, C.G. Li. Cauchy problem of three-dimensional critical slip surfaces of
slopes. International Journal for Numerical & Analytical Methods in
Geomechanics, 35(4): 519–527, 2011.
18. S. Wang, H. Zheng,
C.G. Li, X.R. Ge A finite element implementation of strain-softening rock mass.
International Journal of Rock Mechanics & Mining Sciences, 48(1): 67–76,
2011.
19. W Jiang, H
Zheng. Discontinuous deformation analysis based on variational inequality
theory. International journal of computational methods, 8(2): 193-208, 2011.
20. F Dai, K Xia, H Zheng
YX Wang. Determination of dynamic rock Mode-I fracture parameters using cracked
chevron notched semi-circular bend specimen. Engineering Fracture Mechanics 78(15),
2633-2644, 2011.
21. GH Sun, H Zheng,
DF Liu. A three-dimensional procedure for evaluating the stability of gravity
dams against deep slide in the foundation. International Journal of Rock
Mechanics & Mining Sciences 48 (3): 421–426, 2011.
22. GH Sun, H Zheng.
A global procedure for evaluating stability of three-dimensional slopes. Natural
Hazards: 61(3): 1083-1098, 2012.
23. H Zheng. A
three‐dimensional rigorous method for stability analysis of landslides.
Engineering Geology 145: 30-40, 2012.
24. ZN. Zhang, DY
Wang, H Zheng. Interactions of 3D embedded parallel vertically inclined cracks
subjected to uniaxial compression. Theoretical and Applied Fracture Mechanics,
61(1): 1-11, 2012.
25. H Zheng, ZL
Yang, GH Sun. Extremum solutions to the limit equilibrium method subjected to
physical admissibility. Natural Hazards, 65(1): 79-96, 2013.
26. DY Wang, ZN
Zhang, H Zheng. Propagation of interactive parallel flat elliptical cracks
inclined to shear stress. Theoretical and Applied Fracture Mechanics 63 (1)
18–31, 2013.
27. H Zheng, ZJ Liu,
XR Ge. Numerical manifold space of Hermitian form and application to Kirchhoff’s
thin plate problems. International Journal for Numerical Methods in
Engineering, 95(9): 721–739, 2013.
28. H Fan, H Zheng.
MRT-LBM-based numerical simulation of seepage flow through fractal fracture
networks. Science China (Technological Sciences), 56(12): 3115–3122, 2013.
29. ZC Huang, H
Zheng, D Feng. Meshless finite volume method with smoothing. International
Journal of Computational Methods, 11(6), DOI: 10.1142/S0219876213500874, 2014.
30. H Zheng, DD Xu. New
strategies for some issues of numerical manifold method in simulation of crack
propagation. International Journal for Numerical Methods in Engineering, 97(13):
986–1010, 2014.
31. ZN Zhang, YX
Chen, H. Zheng. A modified Stillinger–Weber potential-based hyperelastic
constitutive model for nonlinear elasticity. International Journal of Solids
and Structures, 51: 1542–1554, 2014.
32. H. Zheng, F Liu,
CG Li. The MLS-based numerical manifold method with applications to crack
analysis. International Journal of Fracture 190(2): 47–166, 2014.
33. H. Zheng, F Liu,
CG Li. Primal mixed solution to unconfined seepage flow in porous media with
numerical manifold method. Applied Mathematical Modelling 39 (2) 794–808, 2015.
34. H. Zheng, XK Li.
Mixed linear complementarity formulation of discontinuous deformation analysis.
International Journal of Rock Mechanics & Mining Sciences, 75(1): 23–32,
2015.
35. GH Sun, H Zheng,
YY Huang. Stability analysis of statically indeterminate blocks in key block
theory and application to rock slope in Jinping-I Hydropower Station. Engineering
Geology 186: 57-76, 2015.
36. F Liu, H Zheng,
XL Du. Hybrid Analytical and MLS-Based NMM for the Determination of Generalized
Stress Intensity Factors. Mathematical Problems in Engineering, 2015, Article
ID 219657, http://dx.doi.org/10.1155/2015/219657.
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