i.e. tan 0, , (23-16) Stresses can be applied to a triaxial sample at a constant value of K by following the W655 Path O K . . . ... (c) one-dimensional (K0) condition, including swelling curve 23.3 DERIVATION AND USE OF STRESS PATHS 23.3. 1anbsp;...
Title | : | Manual of Soil Laboratory Testing: Effective stress tests |
Author | : | K. H. Head |
Publisher | : | John Wiley & Sons - 1986-07-23 |
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