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What is Anisotropy in Shear Strength of Clay Soils about?

This document summarizes a study that investigated the anisotropic behavior of shear strength in overconsolidated clayey soils. Fifteen soil samples were obtained from different locations and depths in Jordan. Three samples were taken from each location in vertical, horizontal, and 45 degree inclined orientations. Unconfined compression tests were performed on the undisturbed samples to measure shear strength and failure strain. The results showed that shear strength was greater in the vertical direction th

Author

Ramiro Chairez

Language

EN