共 12 条
- [1] Feng Xiaoqing, Shaking Table Test on Underwater Slope Failure Induced by Liquefaction, DOI [10.1016/j.sandf.2023.101357, DOI 10.1016/J.SANDF.2023.101357]
- [2] Hara Takashi, Assessment of ground-anchored slope stability based on variation in residual tensile forces, DOI [10.1016/j.sandf.2023.101353, DOI 10.1016/J.SANDF.2023.101353]
- [3] He Wentao, Wide/narrow-area slope stability analysis considering infiltration and runoff during heavy precipitation, DOI [10.1016/j.sandf.2022.101248, DOI 10.1016/J.SANDF.2022.101248]
- [4] Huang Yu, Rainfall-oriented resilient design for slope system: resilience-enhancing strategies, DOI [10.1016/j.sandf.2023.101297, DOI 10.1016/J.SANDF.2023.101297]
- [5] Huang Yu, A modified deformation coordination model for calculating the internal force of anchored piles, DOI [10.1016/j.sandf.2023.101283, DOI 10.1016/J.SANDF.2023.101283]
- [6] Kamura Akiyoshi, Case study on viability of using head-separated micropiles as foundation system for check dams, DOI [10.1016/j.sandf.2023.101275, DOI 10.1016/J.SANDF.2023.101275]
- [7] Li An-Jui, Influence of Ground Anchors Corrosion and Uncertainty Strength Parameters: A Case Study Slope Failure in Northern Taiwan, DOI [10.1016/j.sandf.2023.101316, DOI 10.1016/J.SANDF.2023.101316]
- [8] Sakai Takayuki, Improvement in seismic resistance using replacement/counterweight fill method for existing high embankments on inclined ground constructed with various embankment materials, DOI [10.1016/j.sandf.2023.101284, DOI 10.1016/J.SANDF.2023.101284]
- [9] Watanabe D., Numerical Study on the Effects of Particle Size Distribution on Run-out Distance of Granular Flow, DOI [10.1016/j.sandf.2022.101242, DOI 10.1016/J.SANDF.2022.101242]
- [10] Xiong Min, System dynamic reliability evaluation of multiple failure modes of earth dams subjected to strong earthquake excitation, DOI [10.1016/j.sandf.2023.101298, DOI 10.1016/J.SANDF.2023.101298]