Wencheng Wei - Concepedia

Author

Wencheng Wei

Hong Kong Polytechnic University ORCID

Also Known As

W Wei, W. B. Wei, W. Wei, W.B. Wei, Wencheng Wei, wan wei

Publications

2.1K

Citations

H-Index

Concepts

All Affiliations

Hong Kong Polytechnic University Dalian University of Technology University of Florida Zhejiang University University of Hong Kong

About

Wencheng Wei is an author at Hong Kong Polytechnic University specializing in engineering, civil engineering, and geotechnical engineering.

Top Concepts

#	Concept	H-Index	Publications	Citations
1	Engineering	15	16	1.7K
2	Civil Engineering	10	10	928
3	Materials Science	2	2	56
4	Business	1	1	26
5	Construction Engineering	1	1	51

Wencheng Wei

Publications

Citations

H-Index

Page 1

	Year	Citations
Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods Yung‐Ming Cheng, Tim Länsivaara, Wencheng Wei Computers and Geotechnics Numerical AnalysisGeotechnical EngineeringEngineeringSlope StabilityRock Slope	2006	665
Three-dimensional slope failure analysis by the strength reduction and limit equilibrium methods Wencheng Wei, Y.M. Cheng, L.G. Li Computers and Geotechnics Geotechnical EngineeringReliability EngineeringEngineeringSlope StabilityRock Slope	2008	227
Consensus problems for linear time-invariant multi-agent systems with saturation constraints Yu-Chao Li, Wencheng Wei IET Control Theory and Applications	2011	195
Particle swarm optimization algorithm for the location of the critical non-circular failure surface in two-dimensional slope stability analysis Yung‐Ming Cheng, Liang Li, Shi-chun Chi, Computers and Geotechnics Reliability EngineeringEngineeringRock SlopeCivil EngineeringStability	2006	182
Strength reduction analysis for slope reinforced with one row of piles Wencheng Wei, Y.M. Cheng Computers and Geotechnics Geotechnical EngineeringEngineeringSlope StabilityRock SlopeFoundation Engineering	2009	158
Soil nailed slope by strength reduction and limit equilibrium methods Wencheng Wei, Yung‐Ming Cheng Computers and Geotechnics Geotechnical EngineeringEngineeringSlope StabilityRock SlopeGeotechnical Problem	2010	90
Determination of the Critical Slip Surface Using Artificial Fish Swarms Algorithm Yung‐Ming Cheng, Shirley Cheung H.C., Wencheng Wei Journal of Geotechnical and Geoenvironmental Engineering	2008	77
Three-dimensional analysis of coal barrier pillars in tailgate area adjacent to the fully mechanized top caving mining face Y.M. Cheng, J.A. Wang, G.X. Xie, International Journal of Rock Mechanics and Mining Sciences Geotechnical EngineeringThree-dimensional AnalysisEngineeringTailgate Area AdjacentCivil Engineering	2010	66
Location of critical three-dimensional non-spherical failure surface by NURBS functions and ellipsoid with applications to highway slopes Y.M. Cheng, H.T. Liu, Wencheng Wei, Computers and Geotechnics Geotechnical EngineeringEngineeringRock SlopeMechanicsCivil Engineering	2005	62
Elastoplastic Cosserat continuum model considering strength anisotropy and its application to the analysis of slope stability Hongxiang Tang, Wencheng Wei, Feng Liu, Computers and Geotechnics EngineeringSlope StabilityElasticity (Physics)MechanicsDeformation Modeling	2019	52

Page 1