The presence of pore fluid in rock affects both the elastic and inelastic deformation processes, yet laboratory testing is typically performed on dry material even though in situ the rock is often saturated. Techniques were developed for testing fluid-saturated porous rock under the limiting conditions of drained, undrained, and unjacketed response. Confined compression experiments, both conventional triaxial and plane strain, were performed on water-saturated Berea sandstone to investigate poroelastic and inelastic behavior. Measured drained response was used to calibrate an elasto-plastic constitutive model that predicts undrained inelastic deformation. The experimental data show good agreement with the model: dilatant hardening in undrained triaxial and plane strain compression tests under constant mean stress was predicted and observed.
|Original language||English (US)|
|Number of pages||14|
|Journal||Journal of Geophysical Research: Solid Earth|
|State||Published - Feb 2015|
Bibliographical notePublisher Copyright:
©2015. American Geophysical Union. All Rights Reserved.
- dilatant hardening
- drained and undrained deformation
- rock mechanics