Journal Publications

• [21]Zhao Lian-heng(赵炼恒)., Li Liang, Deng Dong-ping.Limit equilibrium analysis for rock slope stability using basic Hoek–Brown strength criterion[J].Journal of Central South University, 24 (9) : 2154-2163.
• [22]Zhang S, Zhang Ze-hai, Ning Peng-fei, Shen Zhi-qiang, Li Liang, Zhao Lian-heng(赵炼恒)*, Cheng Pan.Water inflow forecasting for tunnel considering nonlinear variation of permeability coefficient[J].Journal of Central South University, 24 (7) : 1612-1618.
• [23]et al., Huang Fu, Yang XinPing, Zhao Lian-heng(赵炼恒).Variational analysis of the ultimate pullout capacity of shallow circular anchor plates in rock foundations based on the Hoek-Brown failure criterion[J].International Journal of Rock Mechanics and Mining
• [24]Tan Yi-gao., Zhao Lian-heng(赵炼恒)*, Zheng Xiangcou, Yang Feng.Ultimate Bearing Capacity of a Strip Footing Placed on Sand with a Rigid Basement[J].Computers and Geotechnics, 77: 115-119.
• [25]et al., Nie Zhihong, Tang Yi-Gao, Zhao Lian-heng(赵炼恒).Variation Analysis of Ultimate Pullout Capacity of Shallow Horizontal Strip Anchor Plate with 2-layer Overlying Soil Based on Nonlinear M-C Failure Criterion[J].Journal of Central South University
• [26]LI Liang., LIN Yu-Liang*, Zuo Shi, Zhao Lian-heng(赵炼恒)**.System reliability analysis for plane slide rock slope with Barton-Bandis failure criterion[J].International journal of rock mechanics and mining, 88: 1–11.
• [27]Qiu Ming-ming., Shen Quan, Zhao Lian-heng(赵炼恒)**, Yang Xiao, Yang Guo-lin, Lin Yu-liang*.Response of gravity retaining wall with anchoring frame beam supporting a steep rock slope subjected to earthquake loading[J].Soil Dynamics and Earthquake Engineering, 92: 633-649.
• [28]Yao Hui., Dan Han-cheng, Zhao Lian-heng(赵炼恒)*, LI Liang, Chen Jia-qi.Solution of pavement temperature field in the "Environment-Surface" system through Greens function[J].Journal of Central South University of Technology
• [29]YANG Feng., Li Liang, Zhao Lian-heng(赵炼恒)*, Tang Gaopeng.Stability charts of slopes under typical conditions developed by upper bound limit analysis[J].Computers and Geotechnics, 65: 233-240.
• [30]Zhao Lian-heng(赵炼恒)., Li Liang, Deng Dong-ping.LEM of slope stability and calculation of comprehensive factor of safety with double strength-reduction technique[J].Journal of Mountain Science, 14: 1-14.
• [31]Li L., Zhao L.H. (赵炼恒), Deng D.P..Limit equilibrium stability analysis of slopes under external loads[J].Journal of Central South University, 23 (9) : 2382？2396.
• [32]Shi Zuo., Liang Li, Zhao Lian-heng(赵炼恒)*, Tang Gaopeng.Stability design charts for homogeneous slope under typical conditions based on double shear strength reduction technique[J].Arabian Journal of Geosciences
• [33]TAN Han-hua., CHEN Jing-yu, Li Liang, Zhao Lian-heng(赵炼恒)*, Tang Gaopeng.Combined influence of nonlinearity and dilation on slope stability evaluated by upper-bound limit analysis[J].Journal of Central South University, 24 (7) : 1602？1611.
• [34]李亮, zhaolianheng, 考虑岩土多孔介质渗透率变化的宾汉流体渗透注浆扩散模型[国内EI/CSCD期刊].铁道科学与工程学报
• [35]Li L., Zhao L.H. (赵炼恒), Deng D.P..Limit equilibrium method for slope stability based on assumed stress on slip surface[J].Journal of Central South University, 23 (11) : 2972？2983.
• [36]Lian-Heng Zhao(赵炼恒)*, Xin-Lei Sun, Xiang-Cou Zheng, Feng Yang.Upper bound analysis of the Nγ and failure mechanism of equally spaced multiple strip footings[J].International Journal of Geomechanics
• [37]Gaopeng Tang., Yingbin Zhang, Xiao Cheng, Liang Li, Lian-Heng Zhao(赵炼恒)*, Zhi-Chen Song.Distinct Element Modelling of a Landslide Triggered by the 5.12 Wenchuan Earthquake: A Case Study[J].Geotechnical and Geological Engineering
• [38]Xiangcou Zheng, Lianheng Zhao(赵炼恒), Junsheng Yang, Jian Zhang, Feng Yang.Stability analysis of unlined elliptical tunnel using finite element upper-bound method with rigid translatory moving elements[J].Tunnelling and Underground Space Technology, 50: 13–22.
• [39]Zhao Biao., Han Zheng, Deng Dong-ping, Zou shi, Zhao Lian-heng(赵炼恒).Development mechanism and parameter inversion analysis for landslides: a case study of the landslide at Xinlu Village, Chongqing, China[J].Landslides
• [40]基于失稳模量理论的降雨条件下非饱和土边坡流滑与滑移失稳机理研究[EI检索期刊].湖南大学学报