Cite
HARVARD Citation
Ma, B. et al. (2021). Pile-Soil Stress Ratio and Settlement of Composite Foundation Bidirectionally Reinforced by Piles and Geosynthetics under Embankment Load. Advances in civil engineering. p. . [Online].
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Ma, B. et al. (2021). Pile-Soil Stress Ratio and Settlement of Composite Foundation Bidirectionally Reinforced by Piles and Geosynthetics under Embankment Load. Advances in civil engineering. p. . [Online].