17 citations as recorded by crossref.

1. Shear rate effect on residual strength of typical clay soils D. Raj Bhat https://doi.org/10.1007/s41062-021-00629-3
2. Rate dependence of residual shear strength: Roles of clay fraction and uncertainties G. Scaringi et al. https://doi.org/10.1016/j.enggeo.2026.108914
3. Time-Dependence of the Mechanical Behavior of Loess after Dry-Wet Cycles K. Liu et al. https://doi.org/10.3390/app12031212
4. Review on the Test Methods and Devices for Mechanical Properties of Hydrate-Bearing Sediments M. Chen et al. https://doi.org/10.3390/su14106239
5. Advanced hybrid machine learning models with explainable AI for predicting residual friction angle in clay soils M. Ankah et al. https://doi.org/10.1038/s41598-025-05962-6
6. Study on Mechanical Behavior of Slip Zone Soils Under Different Factors—A Case Study K. Liu et al. https://doi.org/10.3389/feart.2022.847772
7. VERE Py-framework: Dual environment for physically-informed machine learning in seismic landslide hazard mapping driven by InSAR G. Grelle et al. https://doi.org/10.1016/j.envsoft.2024.106287
8. Theoretical framework for large-strain shear resistance of Kaolin clays under chemo-mechanical loadings A. Srivastava & T. Bharat https://doi.org/10.1139/cgj-2023-0327
9. Investigating the Shear Strength Characteristics of Slip Zone Soil Based on In-situ Multiple Shear Tests Z. Li et al. https://doi.org/10.1007/s12205-023-2095-4
10. A root pullout failure-based shear strength model for root reinforced loess G. Yang et al. https://doi.org/10.1007/s10064-026-04821-6
11. Effect of over-consolidation on damage softening behavior of expansive soil: an experimental and modeling study J. Yan et al. https://doi.org/10.1007/s10064-026-04840-3
12. Residual Shear Strength and Other Geotechnical Properties of Clay Mixed with Different Sand Ratios M. Abdulnafaa et al. https://doi.org/10.48084/etasr.9708
13. Interpretation of the reactivation of slow-moving landslides based on ring shear tests and monitoring T. Wang et al. https://doi.org/10.1007/s11069-022-05502-9
14. A Novel High-Pressure and Low-Temperature Ring Shear Apparatus for Large-Scale Deformation of Hydrate-Bearing Sediment P. Wu et al. https://doi.org/10.1021/acs.energyfuels.5c03776
15. Influence of physical properties and shear rate on static liquefaction of saturated loess R. Yan et al. https://doi.org/10.1016/j.enggeo.2024.107699
16. Influence mechanism of structure on shear mechanical deformation characteristics of loess-steel interface Y. Wei et al. https://doi.org/10.1371/journal.pone.0263676
17. Microscopic mechanisms of shear strength variation in acid- and alkali-contaminated loess K. Liu et al. https://doi.org/10.1007/s12665-023-11252-z