Effect of Wetting on Constant Volume Shear Behavior of Compacted Silty Soil
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-9223-2_11
Reference15 articles.
1. Fredlund DG, Rahardjo H (1993) Soil mechanics for unsaturated soils. Wiley. https://doi.org/10.1002/9780470172759
2. Gui MW, Wu YM (2014) Failure of soil under water infiltration condition. Eng Geol 181:124–141. https://doi.org/10.1016/j.enggeo.2014.07.005
3. Shin H, Kim YT, Park DK (2013) Development of rainfall hazard envelope for unsaturated infinite slope. KSCE J Civ Eng 17(2):351–356
4. Ahmad T, Kato R, Kuwano J (2024) Experimental investigation on shear behavior of partially saturated silty soil under constant water content and constant void ratio conditions. Geotech Test J 47(2). https://doi.org/10.1520/GTJ20230322
5. Melinda F, Rahardjo H, Han KK, Leong EC (2004) Shear strength of compacted soil under infiltration condition. J Geotech Geoenviron Eng 130(8):807–817. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:8(807)
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