Closure to "Uniqueness of Suction Stress Value at Liquid Limit of Soil".

Autor:	Lu, Ning, Gou, Lingyun, Zhang, Chao, Calderon, Angel Rodrigo Angulo, Wayllace, Alexandra
Předmět:	PORE water pressure SOILS SHEAR strength of soils LIQUIDS STRAINS & stresses (Mechanics)
Zdroj:	Journal of Geotechnical & Geoenvironmental Engineering; Nov2023, Vol. 149 Issue 11, p1-5, 5p
Abstrakt:	In general, the value of the parameter HT $M_c$ ht in Eq. (9) ranges from 1.0 to 1.2, as suggested by the discussers. Substituting Eq. (7) into Eq. (1) of the discussion, the extended critical state line equation can be expressed as HT $$M_c=\frac{q}{-{}_{\mathrm{ads}}^s(w_{\mathrm{L}})}=\frac{2c_u}{-{}_{\mathrm{ads}}^s(w_{\mathrm{L}})}$$ ht (8) where HT $M_c$ ht = critical state parameter; HT $q$ ht = deviator stress (Pa); and HT $c_u$ ht = undrained shear strength (Pa). [Extracted from the article]
Databáze:	Complementary Index
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