| Citation: | Jiajun Ji, Changdong Li, Cheng Dong, Wenqiang Chen, Bingchen Li. Influence of Particle Size Distribution on Shear Behavior of Weak Interlayers: Insights from Filled Fractures Shear Tests. Journal of Earth Science, 2025, 36(5): 2341-2347. doi: 10.1007/s12583-025-0182-9
|
| Amirpour Harehdasht, S., Hussien, M. N., Karray, M., et al., 2019. Influence of Particle Size and Gradation on Shear Strength-Dilation Relation of Granular Materials. Canadian Geotechnical Journal, 56(2): 208–227. https://doi.org/10.1139/cgj-2017-0468 |
| Cui, P., Guo, C. X., Zhou, J. W., et al., 2014. The Mechanisms Behind Shallow Failures in Slopes Comprised of Landslide Deposits. Engineering Geology, 180: 34–44. https://doi.org/10.1016/j.enggeo.2014.04.009 |
| Deal, E., Venditti, J. G., Benavides, S. J., et al., 2023. Grain Shape Effects in Bed Load Sediment Transport. Nature, 613(7943): 298–302. https://doi.org/10.1038/s41586-022-05564-6 |
| Du, C. B., Tao, H., Yi, F., et al., 2023. Study of Shear Properties and Shear Model of Soil-Rock Mixture. PLoS One, 18(12): e0292384. https://doi.org/10.1371/journal.pone.0292384 |
| Feng, P. F., Li, C. D., Zhang, S., et al., 2024. Integrating Shipborne Images with Multichannel Deep Learning for Landslide Detection. Journal of Earth Science, 35(1): 296–300. https://doi.org/10.1007/s12583-023-1957-5 |
| Huang, X. H., Guo, F., Deng, M. L., et al., 2020. Understanding the Deformation Mechanism and Threshold Reservoir Level of the Floating Weight-Reducing Landslide in the Three Gorges Reservoir Area, China. Landslides, 17(12): 2879–2894. https://doi.org/10.1007/s10346-020-01435-1 |
| Jahanian, H., Sadaghiani, M. H., 2015. Experimental Study on the Shear Strength of Sandy Clay Infilled Regular Rough Rock Joints. Rock Mechanics and Rock Engineering, 48(3): 907–922. https://doi.org/10.1007/s00603-014-0643-4 |
| Li, C. D., Fu, Z. Y., Wang, Y., et al., 2019. Susceptibility of Reservoir-Induced Landslides and Strategies for Increasing the Slope Stability in the Three Gorges Reservoir Area: Zigui Basin as an Example. Engineering Geology, 261: 105279. https://doi.org/10.1016/j.enggeo.2019.105279 |
| Li, Z. C., Zhou, P., 2023. Research Progress of Coarse-Grained Slip Zone Soil in China. Natural Hazards, 118(1): 1–29. https://doi.org/10.1007/s11069-023-06005-x |
| Liu, C. L., Liu, F. Y., Song, J. L., et al., 2021. On the Measurements of Individual Particle Properties via Compression and Crushing. Journal of Rock Mechanics and Geotechnical Engineering, 13(2): 377–389. https://doi.org/10.1016/j.jrmge.2020.06.009 |
| Mair, K., Frye, K. M., Marone, C., 2002. Influence of Grain Characteristics on the Friction of Granular Shear Zones. Journal of Geophysical Research: Solid Earth, 107(B10): ECV4-1–ECV4–9. https://doi.org/10.1029/2001jb000516 |
| Miao, F. S., Zhao, F. C., Wu, Y. P., et al., 2022. A Novel Seepage Device and Ring-Shear Test on Slip Zone Soils of Landslide in the Three Gorges Reservoir Area. Engineering Geology, 307: 106779. https://doi.org/10.1016/j.enggeo.2022.106779 |
| Salimun, N., Mohamad, H., 2024. Effect of Particle Gradation and Rock Block Content on Soil-Rock Mixture Shear Strength Parameters. Bulletin of the Geological Society of Malaysia, 78(1): 29–37. https://doi.org/10.7186/bgsm78202404 |
| Tan, J., Li, B. C., Li, C. D., et al., 2024. Fluid-Driven Particle Migration and Its Impact on Hydraulic Transmissivity of Stressed Filled Fractures. Journal of Geophysical Research: Solid Earth, 129(7): e2024JB029066. https://doi.org/10.1029/2024jb029066 |
| Tan, J., Li, C. D., Zhou, J. Q., et al., 2023. On Non-Darcian Flow Behavior in a Rough-Walled Fracture Filled with a Porous Medium. Journal of Hydrology, 616: 128778. https://doi.org/10.1016/j.jhydrol.2022.128778 |
| Tan, J., Rong, G., Zhan, H. B., et al., 2020. An Innovative Method to Evaluate Hydraulic Conductivity of a Single Rock Fracture Based on Geometric Characteristics. Rock Mechanics and Rock Engineering, 53(10): 4767–4786. https://doi.org/10.1007/s00603-020-02196-y |
| Thaw, N. M. M., Li, C. D., Zou, Z. X., et al., 2025. Shearing Characteristics of Jurassic Silty Mudstone Slip Zone under Different Water Contents and Normal Stresses Based on Ring Shear Tests. Journal of Earth Science, 36(2): 654–667. https://doi.org/10.1007/s12583-022-1762-6 |
| Vangla, P., Latha, G. M., 2015. Influence of Particle Size on the Friction and Interfacial Shear Strength of Sands of Similar Morphology. International Journal of Geosynthetics and Ground Engineering, 1(1): 6. https://doi.org/10.1007/s40891-014-0008-9 |
| Wang, G. H., Li, C. D., He, X., et al., 2024. Mechanism of Interaction between Anchored Slide-Resistant Piles and Landslides with Weak-Hard Interbedded Bedrock. Journal of Earth Science, 35(6): 2163–2168. https://doi.org/10.1007/s12583-022-1663-8 |
| Wu, D. Y., Chen, F., Tang, L., et al., 2022. Influence of Weak Interlayer Filling State on the Failure Patterns of Natural Rock Joints. International Journal of Geomechanics, 22(7): 04022086. https://doi.org/10.1061/(asce)gm.1943-5622.0002410 |
| Xiong, H., Yin, Z. Y., Zhao, J. D., et al., 2021. Investigating the Effect of Flow Direction on Suffusion and Its Impacts on Gap-Graded Granular Soils. Acta Geotechnica, 16(2): 399–419. https://doi.org/10.1007/s11440-020-01012-9 |
| Yang, Z. Z., Cheng, D. H., Xia, J., 2024. Effects of the Rainfall-Triggered Lisse Effect on the Stability of Loess Slopes. Journal of Earth Science, 35(4): 1254–1262. https://doi.org/10.1007/s12583-021-1536-6 |
| Yue, L., Li, W., Liu, Y., et al., 2024. A Review of Mechanical Deformation and Seepage Mechanism of Rock with Filled Joints. Deep Underground Science and Engineering, 3(4): 439–466. https://doi.org/10.1002/dug2.12126 |
| Zhang, S., Liu, X. L., Wang, E. Z., 2024. Quantitative Evaluation of the Onset and Evolution for the Non-Darcy Behavior of the Partially Filled Rough Fracture. Water Resources Research, 60(3): e2023WR036494. https://doi.org/10.1029/2023wr036494 |
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