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Effect of End Constraint on the Compressive Strength of Model Rock Pillars.

Authors
Babcock-CO
Source
Trans SME AIME 1969 Dec; 244:357-363
Link
NIOSHTIC No.
10010061
Abstract
Model rock pillars with end constraint were stronger when a 3,000 psi prestress constraint was used than when constraint was produced during the loading cycle and were stronger than straight specimens.
Publication Date
19691201
Document Type
OP;
Fiscal Year
1970
NTIS Accession No.
NTIS Price
Identifying No.
OP 13-70
Source Name
Trans. SME, AIME, V. 244, December 1969, PP. 357-363
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