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Title: Modelling rock joint behavior from in situ block tests: implications for nuclear waste repository design

Technical Report ·
OSTI ID:6700759

Simple, inexpensive index tests suitable for application to jointed core or jointed blocks of rock are described. These provide quantitative data on joint roughness, joint wall strength and residual friction angle, suitable for waste repository characterization. These three parameters form the basis of a new constitutive law of rock joint behavior which will enable numerical modellers to simulate the complete shear strength-displacement, dilation and closure of joints, including shear reversal and unloading cycles. Size effects are reviewed in detail and methods are developed for correcting the results of small scale tests to allow for limited sample size. The effects of shear displacement and dilation, normal closure and joint opening on permeability are modelled, so that fully coupled hydromechanical modelling can be achieved. The effects of extremely slow stress perturbations, periods of stick, and thermal loading on joint properties are also evaluated. The numerical modelling techniques are illustrated with numerous examples, and are validated against a large body of experimental data.

Research Organization:
Terra Tek, Inc., Salt Lake City, UT (USA)
DOE Contract Number:
AC06-76RL01830
OSTI ID:
6700759
Report Number(s):
ONWI-308; ON: DE83000733; TRN: 82-025082
Resource Relation:
Other Information: Portions of document are illegible
Country of Publication:
United States
Language:
English