Comparative Study of Anti-Slide Pile Reinforcement Schemes for Expansive Soil Canal Slopes in Cold and Arid Regions
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s12205-024-2704-x.pdf
Reference36 articles.
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5. Chen YM, Cao WP, Ren-peng C (2008) An experimental investigation of soil arching within basal reinforced and unreinforced piled embankments. Geotextiles and Geomembranes 26(2):164–174, DOI: https://doi.org/10.1016/j.geotexmem.2007.05.004
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