التفاصيل البيبلوغرافية
| العنوان: |
Closure to "Uniqueness of Suction Stress Value at Liquid Limit of Soil". |
| المؤلفون: |
Lu, Ning, Gou, Lingyun, Zhang, Chao, Calderon, Angel Rodrigo Angulo, Wayllace, Alexandra |
| المصدر: |
Journal of Geotechnical & Geoenvironmental Engineering; Nov2023, Vol. 149 Issue 11, p1-5, 5p |
| مصطلحات موضوعية: |
PORE water pressure, SOILS, SHEAR strength of soils, LIQUIDS, STRAINS & stresses (Mechanics) |
| مستخلص: |
In general, the value of the parameter HT 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 ht (8) where HT ht = critical state parameter; HT ht = deviator stress (Pa); and HT ht = undrained shear strength (Pa). [Extracted from the article] |
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| قاعدة البيانات: |
Complementary Index |
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