17 results on '"Pan, Qiu-Jing"'
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2. An efficient method combining polynomial-chaos kriging and adaptive radial-based importance sampling for reliability analysis
3. Three-dimensional upper-bound analysis of rock slopes subjected to seepage forces based on Hoek-Brown failure criterion
4. Stochastic seismic slope stability assessment using polynomial chaos expansions combined with relevance vector machine
5. Probabilistic evaluation of three-dimensional seismic active earth pressures using sparse polynomial chaos expansions
6. Three-dimensional seismic stability of slopes reinforced by soil nails
7. Discretization-based kinematical analysis of three-dimensional seismic active earth pressures under nonlinear failure criterion
8. Earthquake-induced slope displacements in heterogeneous soils with tensile strength cut-off
9. Estimations of active and passive earth thrusts of non-homogeneous frictional soils using a discretisation technique
10. Incorporating stratigraphic boundary uncertainty into reliability analysis of slopes in spatially variable soils using one-dimensional conditional Markov chain model
11. Probabilistic seismic stability of three-dimensional slopes by pseudo-dynamic approach
12. Kinematic analysis of geosynthetics-reinforced steep slopes with curved sloping surfaces and under earthquake regions
13. Influences of anisotropy and inhomogeneity on supporting pressure of tunnel face with kinematical approach
14. Kinematical analysis of highway tunnel collapse using nonlinear failure criterion
15. 3D Discretized Rotational Failure Mechanism for Slope Stability Analysis.
16. Stability Assessments of Reinforced Tunnel Face Using Improved Homogenization Approach.
17. Active Earth Pressures on Translating Rigid Walls against Backfills with Varying Friction-Angle Distribution.
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