Cite
HARVARD Citation
Pham, T. et al. (2022). Analytical model for the design of piled embankments considering cohesive soils. Geosynthetics international. 29 (4), pp. 369-388. [Online].
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Pham, T. et al. (2022). Analytical model for the design of piled embankments considering cohesive soils. Geosynthetics international. 29 (4), pp. 369-388. [Online].