Modelling soil-water retention curves subject to multiple wetting-drying cycles: An approach for expansive soils

• Published in: Computers and geotechnics 2024-07, Vol.171, p.106335, Article 106335
• Main Authors: Yu, Miao, Gui, Yilin, Li, Bonan
• Format: Article
• Language: English
• Subjects: Degree of saturation; Expansive soil; Soil–water retention curve (SWRC); Suction; Wetting–drying cycles
• ISSN: 0266-352X
• DOI: 10.1016/j.compgeo.2024.106335

This study proposes an innovative and simple method to quantify the effect of wetting–drying history on soil–water retention curve (SWRC) of expansive soils. This method is based on the increment relationship between degree of saturation and initial void ratio corresponding to irreversible swelling or shrinkage after each wetting–drying cycle, following the double-structure scheme for three-phase reactive porous media. The approach satisfies the intrinsic constraints for partially saturated porous media, and the incremental relationship can be applied in any existing SWRC equations for future water retention capacity prediction. In this respect, only one new rate function is proposed, which could be easily calibrated by relevant experimental data. The prediction of the model is verified through the comparison with relevant experimental data of two expansive clayey soils. To evaluate the general applicability of the proposed method, two typical SWRC equations proposed in literature were used. The results showed a very good agreement with experimental data subject to multiple wetting–drying cycles, indicating its potential as an effective tool for estimating preliminary SWRCs of expansive soils.