Abstract
Many geological materials when subjected to sequences of loading, unloading and re-loading, experience induced anisotropy, due to factors such as microstructural changes and damage. Herein, an experimental procedure has been developed, which enables multi-axial mechanical (destructive) and ultrasonic (non-destructive) testing of geologic materials. The paper describes the experimental scheme, data acquisition system and test results on a cemented sand under hydrostatic stress path of loading, unloading and re-loading. Examination of the stress-strain, stress-velocity and stress-attenuation data provides insight into the material anisotropy, its quantification, and correlation between mechanically defined anisotropy and non-destructively measured anisotropy. -Authors
Original language | English (US) |
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Pages (from-to) | 223-234 |
Number of pages | 12 |
Journal | Unknown Journal |
State | Published - 1991 |
ASJC Scopus subject areas
- General Environmental Science
- General Earth and Planetary Sciences
- General Engineering