Lian-heng Zhao

发表

Study on Transfer Behavior of Negative Friction of Single Pile in Two-Layer Soil

Liang Li, Han-Cheng Dan, Hui Yao, 2010 .

Upper Bound Stability Analysis for Soil Slope with Non-Associated Flow Rule

Lian-heng Zhao, Feng Yang, Zhi-gang Zhao, 2011 .

Stability analysis of unlined elliptical tunnel using finite element upper-bound method with rigid translatory moving elements

Lian-heng Zhao, Feng Yang, Junsheng Yang, 2015 .

Joined Influences of Nonlinearity and Dilation on the Ultimate Pullout Capacity of Horizontal Shallow Plate Anchors by Energy Dissipation Method

Lian-heng Zhao, Xiaofeng Liu, Liang Li, 2011 .

Solution of pavement temperature field in “Environment-Surface” system through Green’s function

Han-Cheng Dan, Lian-heng Zhao, Hui Yao, 2014 .

The influence of horizontal confinement on the bearing capacity factor Nγ of smooth strip footing

Lian-heng Zhao, Han-Cheng Dan, Feng Yang, 2014 .

Theoretical solutions for a circular opening in an elastic–brittle–plastic rock mass incorporating the out-of-plane stress and seepage force

Han-Cheng Dan, Lian-heng Zhao, Yuan Xu, 2016 .

Effects of shear strength reduction strategies on safety factor of homogeneous slope based on a general nonlinear failure criterion

Lian-heng Zhao, Feng Yang, Weizheng Liu, 2015 .

Upper-bound finite element analysis of stability of tunnel face subjected to surcharge loading in cohesive-frictional soil

Lian-heng Zhao, Feng Yang, Junsheng Yang, 2016 .

Method of Design for Improving the Drainage Layer of Asphalt Pavement

Liang Li, Han-Cheng Dan, Lian-heng Zhao, 2010 .

Rock mass collapse mechanism of concealed karst cave beneath deep tunnel

Lian-heng Zhao, Xiao-li Yang, Fu Huang, 2017 .

Three-dimensional stability analysis of a longitudinally inclined shallow tunnel face

Lian-heng Zhao, Xiao Cheng, Lian-heng Zhao, 2017 .

Development mechanism for the landslide at Xinlu Village, Chongqing, China

Lian-heng Zhao, Shi Zuo, Lian-heng Zhao, 2018, Landslides.

Limit equilibrium method for slope stability based on assumed stress on slip surface

Lian-heng Zhao, Liang Li, Dong-ping Deng, 2016 .

Influence of non-dimensional strength parameters on the seismic stability of cracked slopes

Lian-heng Zhao, Xiao Cheng, Lian-heng Zhao, 2019, Journal of Mountain Science.

Effect of the vertical earthquake component on permanent seismic displacement of soil slopes based on the nonlinear Mohr–Coulomb failure criterion

Han-Cheng Dan, Lian-heng Zhao, Xiao Cheng, 2017 .

Engineering behaviors of reinforced gabion retaining wall based on laboratory test

Lian-heng Zhao, Yun Li, Guo-lin Yang, 2010 .

Upper bound analysis of slope stability with nonlinear failure criterion based on strength reduction technique

Lian-heng Zhao, Liang Li, Qiang Luo, 2010 .

System reliability analysis of plane slide rock slope using Barton-Bandis failure criterion

Lian-heng Zhao, Shi Zuo, Liang Li, 2016 .

Response of gravity retaining wall with anchoring frame beam supporting a steep rock slope subjected to earthquake loading

Lian-heng Zhao, Guo-lin Yang, Yu-liang Lin, 2017 .

Seismic active earth pressure of cohesive-frictional soil on retaining wall based on a slice analysis method

Lian-heng Zhao, Liang Li, Wuming Leng, 2015 .