Microstructural Analysis on Shear Behavior of New-fill and Silt Interface in Check Dam
Author:
Funder
the Natural Science Foundation of China
Natural Science Foundation of Ningxia Province
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s11368-024-03856-0.pdf
Reference32 articles.
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3. Bergado DT, Ramana GV, Sia HI, Varun (2006) Evaluation of interface shear strength of composite liner system and stability analysis for a landfill lining system in Thailand. Geotext Geomembr 24:371–393. https://doi.org/10.1016/j.geotexmem.2006.04.001
4. Chen Z, Huang X, Yu S, Cao W, Dang W, Wang Y (2021) Risk analysis for clustered check dams due to heavy rainfall. Int J Sedim Res 36:291–305. https://doi.org/10.1016/j.ijsrc.2020.06.001
5. DeJong JT, White DJ, Randolph MF (2006) Microscale observation and modeling of soil-structure interface behavior using particle image velocimetry. Soils Found 46:15–28. https://doi.org/10.3208/sandf.46.15
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