Membrane penetration effects on shear strength and volume change of soil during triaxial test
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http://aip.scitation.org/doi/pdf/10.1063/1.5062634
Reference53 articles.
1. Density Changes During Undrained Loading—Membrane Compliance
2. A Procedure Minimizing Membrane Penetration Effects in Undrained Triaxial Test
3. Truly undrained response of granular soils with no membrane-penetration effects
4. Simulating the membrane contact patterns of triaxial sand specimens
5. M. Noor, J. Nyuin, and A. Derahman. Journal-The Institution of Engineers, Malaysia, 2012. 73(1): p. 23–30.
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