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1. Discussion of "SHANSEP-Based Interpretation of Overconsolidation Effect on Monotonic Shearing Resistance of Contractive Nonplastic Soils" by Jiarui Chen and Scott M. Olson.

Author

Mayne, Paul W.

Subjects
*SOILS, *CLAY, *CLAY soils, *SOIL mechanics, *SANDY soils, *STRAINS & stresses (Mechanics), *SILT
Abstract

Theoretical curves for different values of HT =0.4 ht , 0.6, 0.8, and 1.0 are superimposed on the graph and can be seen to encapsulate the data. Yet, even without these separate curves, Wroth ([14]) noted that the parameter HT S ht would track well with I ' i alone according to CSSM, and recommended the approximation HT S=su voNC'(TC)= '100 ht (5) Graph: Fig. [Extracted from the article]

Published
2022
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