A Novel Double-layer System for Infiltration Control and Improvement in the Stability of Expansive Soil Slopes
In this study, a novel cover system composed of an overlying fine soil layer and an underlying coarse soil layer was used to control water content variation in expansive soil slopes. The capillary barrier generated by the permeability difference between fine and coarse soil prevented rainfall infilt...
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Veröffentlicht in: | International journal of geosynthetics and ground engineering 2023-02, Vol.9 (1), Article 4 |
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Format: | Artikel |
Sprache: | eng |
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