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Water content variability of unsaturated soil specimens in conventional strength tests
Date
2012-10-19
Author
Ahmadinaghadeh, Reza
Toker, Nabi Kartal
Ahmadiadli, Mohammad
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Most soils that concern geotechnical engineering are in the state of partial water saturation. Current practice tries to predict engineering properties of cohesionless soils using data from tests on saturated specimens, regardless of the saturation in the field. Due to complexity of test setups and high technical requirements, unsaturated soil tests are not among the common equipment of soil mechanics laboratory. One of these problems is the existence of suction, which is a function of water content and aff...
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R. Ahmadinaghadeh, N. K. Toker, and M. Ahmadiadli, “Water content variability of unsaturated soil specimens in conventional strength tests,” 2012, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/75631.