Lan Cui
- Improved equations of ground pressure for shallow large-diameter shield tunnel considering multiple impact factors. Dans: Tunnelling and Underground Space Technology, v. 138 (août 2023). (2023):
- An Analytical Solution for 2D Plane Strain Consolidation in Unsaturated Soils with Lateral and Vertical Semipermeable Drainage Boundaries under Time-Dependent Loading. Dans: International Journal of Geomechanics, v. 22, n. 12 (décembre 2022). (2022):
- Prediction of critical strains and critical support pressures for circular tunnel excavated in strain-softening rock mass. Dans: Engineering Geology, v. 224 (juin 2017). (2017):
- A plastic-damage approach to the excavation response of a circular opening in weak rock. Dans: Tunnelling and Underground Space Technology, v. 126 (août 2022). (2022):
- A quantitative analysis of the effect of end plate of fully-grouted bolts on the global stability of tunnel. Dans: Tunnelling and Underground Space Technology, v. 114 (août 2021). (2021):
- Investigating the Scale Effect of Rock Mass in the Yangfanggou Hydropower Plant with the Discrete Fracture Network Engineering Approach. Dans: International Journal of Geomechanics, v. 20, n. 4 (avril 2020). (2020):
- Deformation Behaviors and Dynamic Backbone Curve Model of Saturated Soft Clay under Bidirectional Cyclic Loading. Dans: International Journal of Geomechanics, v. 20, n. 4 (avril 2020). (2020):
- Performance of a Combined Retaining Wall Structure Supporting a High Embankment on a Steep Slope: Case Study. Dans: International Journal of Geomechanics, v. 20, n. 6 (juin 2020). (2020):
- Active Earth Pressure on Rigid Retaining Walls Built Near Rock Faces. Dans: International Journal of Geomechanics, v. 20, n. 6 (juin 2020). (2020):
- Semianalytical Analysis of Overexcavation and Critical Support Pressure for Support Design in TBM Tunneling through Squeezing Rock Condition. Dans: International Journal of Geomechanics, v. 21, n. 7 (juillet 2021). (2021):
- Two-stage analysis of interaction between strain-softening rock mass and liner for circular tunnels considering delayed installation of liner. Dans: European Journal of Environmental and Civil Engineering, v. 26, n. 4 (mars 2020). (2020):
- A procedure for interaction between rock mass and liner for deep circular tunnel based on new solution of longitudinal displacement profile. Dans: European Journal of Environmental and Civil Engineering, v. 26, n. 1 (octobre 2019). (2019):
- New numerical procedures for fully-grouted bolt in the rock mass with slip and non-slip cases at the rock-bolt interface. Dans: Construction and Building Materials, v. 204 (avril 2019). (2019):
- Elasto-plastic analysis of a circular opening in rock mass with confining stress-dependent strain-softening behaviour. Dans: Tunnelling and Underground Space Technology, v. 50 (août 2015). (2015):