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Numerical exploration of shear-fracture-related rock bursts using a strain-softening constitutive law.

Authors
Whyatt-JK; Board-MP
Source
Spokane, WA: U.S. Department of the Interior, Bureau of Mines, RI 9350, 1991 Jan; :1-14
Link
NIOSHTIC No.
10008560
Abstract
Researchers at the U.S. Bureau of Mines have been exploring recent advances in the use of strain-softening constitutive laws that approximate shear fracturing. The purpose of these tests is to investigate shear-fracture-related rock bursts in hard-rock mines. The capabilities and remaining problems in the use of strain- softening laws in finite-element, distinct-element, and finite- difference methods are reviewed. Performance of the finite- difference implementation of strain softening is compared to classic experimental results and observations of rock mass behavior in the Coeur d'Alene Mining District of northern Idaho. The results show promise for developing methods to identify the general location and orientation of shear fractures and their sequence of occurrence, but such methods cannot be relied upon to quantify postfracture loads or displacements accurately. Uncertainty over the amount of energy consumed by failing rock and the dependency of energy consumption on model mesh definition prevent direct application of the results to analyses of rock bursts.
Keywords
Fracturing; Fracture-zones; Fracture-properties; Numerical-analysis; Shear-modulus; Computerized-simulation; Failure; Displacement; Mine-bursts; Rock-mechanics; Underground-mining
Publication Date
19910101
Document Type
IH; Report of Investigations
Fiscal Year
1991
NTIS Accession No.
PB92-178086
NTIS Price
A03
Identifying No.
RI-9350
NIOSH Division
SRC
Source Name
Spokane, WA: U.S. Department of the Interior, Bureau of Mines, RI 9350
State
ID; WA; MN
Performing Organization
Itasca Consulting Group, Inc., Minneapolis, MN
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