Coupled Influence of Compaction and Moisture on Unsaturated Soil Response in Triaxial Tests
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s10706-024-02807-3.pdf
Reference53 articles.
1. Abbas MF, Shaker AA, Al-Shamrani MA (2023) Hydraulic and volume change behaviors of compacted highly expansive soil under cyclic wetting and drying. J Rock Mech Geotech Eng 15(2):486–499. https://doi.org/10.1016/j.jrmge.2022.05.015
2. Ahmad T, Kato R, Kuwano J (2023a) Experimental study on state boundary surface of compacted silty soil. Int J GEOMATE 24(102):26–33. https://doi.org/10.21660/2023.102.g12148
3. Ahmad T, Kato R, Kuwano J (2023b) Constant volume shear tests on compacted silty soil. Int J GEOMATE 24(103):104–111. https://doi.org/10.21660/2023.103.s8536
4. Ahmad W, Uchimura T, Umar M (2023c) Comparison of the shear strength of unsaturated sandy soils at optimal and residual moisture contents. Int J GEOMATE 24(101):43–51. https://doi.org/10.21660/2023.101.3645
5. Ahmad T, Kato R, Shrestha DR, Kuwano J (2023d) Constant void ratio vs. constant confining pressure tests on partially saturated silty soil. E3S Web Conf 382:04006. https://doi.org/10.1051/e3sconf/202338204006
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