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[41]Weizheng Liu., Hancheng Dan, Yingbin Zhang, Feng Yang*, Zhao Lian-heng(赵炼恒).Effects of shear strength reduction strategies on safety factor of homogeneous slope based on a general nonlinear failure criterion[J].Computers and Geotechnics
[42]Zhao Lian-heng(赵炼恒)., Li Liang, Deng Dong-ping.Limit equilibrium analysis for stability of soil nailed slope and optimum design of soil nailing parameters[J].Journal of Central South University
[43]A hydro-mechanical coupling model for predicting infiltration and ponding in unsaturated soils[国际JCR1区SCI/EI期刊].Journal of Central South University
[44]Li liang., Zhao lian-heng(赵炼恒)*, Deng dong-ping.Limit equilibrium slope stability analysis using the nonlinear strength failure criterion[J].Canadian Geotechnical Journal, 52: 1-15.
[45]Dejian Li., Shuaihao Zhang, Han-Cheng Dan*, Huang Dongliang, Zhao Lian-heng(赵炼恒)**.Reconstruction of Granular Railway Ballast based on Inverse Discrete Fourier Transform Method[J].Granular Matter, 74 (19) : 1-17.
[46]Junsheng Yang., Lianheng Zhao(赵炼恒)*, Jian Zhang, Feng Yang.Upper-bound finite element analysis of stability of tunnel face subjected to surcharge loading in cohesive-frictional soil[J].KSCE Journal of Civil Engineering
[47]Yang Jun-sheng, Li Liang, Zhao lian-heng(赵炼恒)*, Yang Guo-lin, Leng Wu-ming, Lin Yuliang.Seismic active earth pressure of cohesive-frictional soil on retaining wall based on a slice analysis method[J].Soil Dynamics and Earthquake Engineering, 70 (133-147)
[48]Gaopeng Tang., Zhao Lian-heng(赵炼恒), Liang Li, Rui Zhang.An Adaptive Remeshing Procedure for Discontinuous Finite Element Limit Analysis[J].International Journal for Numerical Methods in Eng
[49]Zhang Ying-Bin., Tan Zu-Ping, Dan Han-Cheng *, Cheng Xiao, Zhao Lian-Heng (赵炼恒)**.Effect of vertical earthquake component on the permanent seismic displacement of soil slopes based on the nonlinear Mohr-Coulomb failure criterion[J].Soil and foundations, 57 (2) : 237-251.
[50]Li Dejian., Zuo Shi, Huang Dongliang, Zhang Shuaihao, Zhao Lianheng(赵炼恒).Quantitative Characterization of Joint Roughness based on Semivariogram Parameters[J].International Journal of Rock Mechanics and Mining
[51]Yingbin Zhang., Jia-qi CHEN*, Liang Li, Xiao Cheng, Zhao Lian-heng(赵炼恒)**.Displacement of Rock Slopes with Cracks Based on the Hoek-Brown Failure Criterion[J].Soil Dynamics and Earthquake Engineering, 99: 74-85.
[52]Li Liang., Zhao Lian-heng(赵炼恒), Deng Dong-ping.Limit-Equilibrium Analysis on Stability of a Reinforced Slope with a Grid Beam Anchored by Cables[J].International Journal of Geomechanics, 17 (9) : 1-11.
[53]Huang Fu., Zhang Yinbin*, Cao Jingyuan, Zhao Lian-heng(赵炼恒).Effect of hydraulic distribution form on the stability of a plane slide rock slope under the nonlinear Barton-Bandis failure criterion[J].Geomechanics and engineering, 8 (3) : 391-414.
[54]ZHANG Ying-Bin., LI Liang, LIN Yu-Liang*, ZUO Shi, Zhao Lian-heng(赵炼恒).Reliability Back Analysis of Shear Strength Parameters of Landslide with Three-Dimensional Upper Bound Limit Analysis Theory[J].Landslides
[55]Wei Luo., Xiao Cheng, Yang Feng**, Liang Li, DeJian Li, Zhao Lian-heng(赵炼恒)*.Three-dimensional stability analysis of a longitudinally inclined shallow tunnel face[J].Computers and Geotechnics, 87: 32-48.
[56]Li De-Jian., Li Liang, Zhang Yingbin*, Cheng Xiao, Zhao Lian-heng(赵炼恒).Stability Analysis of Seismic Slopes with Cracks[J].Computers and Geotechnics (77) : 77-90.
[57]X., F.; Liu, L.; Yang, Li, Zhao Lian-heng(赵炼恒).Joined Influences of Nonlinearity and Dilation on the Ultimate Pullout Capacity of Horizontal Shallow Plate Anchors by Energy Dissipation Method[J].International Journal of Geomechanics, ASCE
[58]基于三参数破坏准则的均质边坡稳定性上限分析[国内EI/CSCD期刊].湖南大学学报(自然科学版), 2023, 50 (7) : 188-199.
[59]Robustness evaluation of the probability-based HTCA model for simulating debris-flow run-out extent: Case study of the 2010 Hongchun event, China[国际JCR1区SCI/EI期刊].Engineering Geology, 2023, 312: 106918.
[60]Effects of Heterogeneity and Nonlinearity on Uplift Characteristics of Shallow Horizontal Anchor Plates[国际EI期刊].Geotechnical and Geological Engineering, 2023, 41: 1615-1634.
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